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1. 1s : 1904 - Indian Standard 1986 ( Reaffirmed 1995 ) CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF FOUNDATIONS IN SOILS : GENERAL REQUIREMENTS ( Third Revision) *. .* First Reprint JULY UDC 624'15'04 : 006'76 0 Copyright BUREAU &¶ANAK OF BHAVAN, 1987 INDIAN 9 BAHADUR NEW DELHI Gr 6 1989 " STANDARDS SHAH ZAFAR MARG 110002 November 1987
IS : 1904 - 1986 Indian Standard CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF FOUNDATIONS IN SOILS :, GENERAL REQIJIREMENTS Foundation Engineering Sectional Commitree, BDC 43 Chai~ilrnn MAJ-Gtld OMIIBIR SINGH ,iervbers GOL K. P. ANAND ( Airrrnare to Maj-Gen Ombir Singh ) Ministry of Railways ( R.DSO ) ADUITIONALDIKECTQR GE ) ( ADDITIONALDIRECTOR( S ) ( Alternate ) Ministry of Communication Smr K. K. AGC~.AHWAL I~aboratorics, Research SHKl H. rthJlAH Engineering A. P. Hyderabad Stm! ARJUN RIJHSISGHANI Cement Corporation of India, New Delhi SHRI 0. S. SRIVASTAVA .4/ter/;ate ) ( Central Building Research Institute ( CSIR ), DH IL K. BHANDARI Roorkee SFII~ICHA~DRA PI<AKAS!I Aito~nnte ) ( SHKI MAHBII<UIDASAKIA Ferro-Concrete Consultants Pvt Ltd, Indore SHKI ASHOK BID.~s;KI. Alternate ) ( SmI S. P. CHZKKABARTI Ministry of Transport ( Roads Wing ) SII~CI K. DA.ITA ( Alternate ) P. Sty A. K. CH~TTERJEH Gammon India Ltd, Bombay SHIP A. C. ROY ( Akmfe ) CHIEF E~G~~EEII Calcutta Port TrusL Calcutta SHRI S. GUH ( Alternate ) Simplex Concrete Piles (I) Pt Ltd, b7alcutta SHRI R. K. DAS GUP~A SHRI EL GUHA BISWAS ( Alternate ) SHKI A. G. DASTI~AR In personal capacity ( 5 Hungerford Court, 121 Hungerford Street, Calcutta ) ( Contiwed BUREAU on page 2 ) (c Copyright I987 OF INDIAN STANDARDS This Gublication is protected under the Indian: Copyright Act ( XIV of 1957 ) and reproduction in whole or in part by any means except with written permission of the publisher shall be deemed to be an infringement of copyright under the said Act.
IS : 1904- 1986 ( Cotttintcdfroin page 1 j Representbtg Members SHR!V. C. DFSHPANDE DIRBCTOR( CSMRS) Pressure Piling Co ( I ? Pvt Ltd, Bombay. Cent$lbotl & Mater& Research Station, New CHIEFR&SEARCH OPP:Cfx ( CSMRS ) ( Afternote j SKRI A. H. D~VANJ~ Asia Foundations and Limited, Bombay Construction Private SHRI A. N. JANOL~( Alternate j Stup Consultants Limited, Bombay SHRI A. GHOSHAL University of Roorkee, Roorkee DR GOPALRANJAN Steel Authority of India Ltd, Durgapur SHRIN. JAOANNATH SHRI A. K. MXTRA( Alternate j G. S. Jain & Associates, New Delhi SHRI ASHOKK. JAIN SHRI VIJAYKUM.RJAIN ( Alternate ) National Buildings Organization, New Delhi JOJNT DJRXTOR ( D~SJGN ) SHRI SUNJLBERY( Alternate j Indian Institute of Technology, Bombay DR R. K. KATTI M. N. Dastur & Company Pvt Ltd, Calcutta 'SIIRJ S. R. KULKARNI SHRJ S. ROY ( Alternate j SHRJA. P. MATHUR SHRI V. B. MATHUR Central Warehousing Corporation, New Delhi Mckenzies Ltd, Bombay 111 personal SHRI S. MUKHERJEE capacity (E104A Simia House. Nepean Sea Rwd. Bombay ) S~RJ T. K. D. MUNSJ SHRJ M. IYWOAR ( Abemate j SHRJA. V. S. R. MURT~ &al B. K. PANTHAKY SHRI V. M. MAUGB ( Alternate) SHRTM. R. PUNJA SERI D. J. K~TKAR ( Alternate) Dr V. V. S. RAO DR A. SARGWAN SZZRS B~MMINATHAN ( Alternate S. SUPSKJNTZNDJFZG ENGINEER ( DEsroNs ) HXWXTYV~ ENUINEER DESJQNS ( V ( Alternate ) DR A. VARADARAJAN DR R. KAXXRAJ AIterMIe j ( SHR1G. RAMAN. Engineers India Limited. New Delhi Indian Geotechnical Society, New Delhi Hindustan Coostruction Co Ltd, Bombay Cemindia Company Ltd. Bombay Nagadi Consultants Private Limited, New Delhi College of Engineering, Guindy, Madras j Central Public Works Department, New Delhi j Indian Institute of Technology, New Delhi Director General, 63 ( Ex-oficio Member ] Director ( Civ Engg j Secretury SRRI K. M. MAThWit Joiut Director ( Civ Engg j, BIS ( Cwstinued on page' 22 ) 2
IS:1904-1986 Indian Standard CODE OF PRACTICE FOR . DESIGN AND CONSTRUCTION OF FOUNDATIONS IN SOILS : GENERAL REQUIREMENTS ( Third Revision) 0. FOREWORD 0.1 This Indian Standard ( Third Revision ) was adopted by the Indian Standards Institution on 31 October 1986, after the draft finalized by the Foundation Engineering Sectional Committee had been approved by the Civii Engineering Division Council. 0.2 Series of indian Standards on design and construction of various. types of foundations (shallow, deep and special types) have been formmated covering their specific requirements. Many of the requirements for designing of such foundatidns are common for all types of foundations. In order that these general requirements are not repeated in each of such Indian Standards, this basic Indian Standard covering such general requirements has been formulated. This Indian Standard was first published in 1961 and revised in 1966 and 1978, which covered requirement for shallow foundations. During the past seven years, new Indian Standards covering design and construction of various types of foundations have been formulated. It was, therefore, decided to revise this standard so as to cover the general requirements for design and construction not only for shallow foundation-but also for all types of foundations. Opportunity has also been taken to transfer the general requirements covered in IS : 1080-1980*, which is also being revised simultaneously, so that it covers only the specific requirements applicable to design and construction of shallow foundations. 0.3 The design of the foundation, super-structure and the characteristics of the ground are inter-related. In order to obtain maximum economy, the supporting ground, foundation and super-structure should be studied as a whole. The design of a foundation involves both geotechnical aspects of supporting ground and the structural aspects of the foundation materials. The aim is to proportion the foundation ( plan dimensions ) in such a way that net loading intensity of pressure coming on the soil does not *Code of praet& for design and construction of simple spread foundations (firsr revision ). 3
IS : 1904- 1986 exceed the safe bearing capacity and that structural design which involves the determination of the thickness of elements so that maximum stress in concrete ( plain or reinforced ) and masonry is within permissible limits. 0.4 For the purpose of deciding whether a particular requirement of this standard is complied with, the final value, observed or calculated, expressing the result of a test or analysis, shall be rounded off in accordance with The number of significant places retained in the rounded IS : 2-1960*. off value should be the same as that of the specified value in this standard. 1. SCOPE 1.1 This standard covers the general structural requirements of foundations ( shallow, deep and special types ). for all types 2. TERMINOLOGY 2.1 For the purpose of this standard, IS : 2809-19721 shall apply. 3. TYPES the definition of terms given in OF FOUNDATIONS in which 3.1 Shallow Foundations - These cover such types of foundations load transference is primarily through shear resista'nce of the bearing strata ( the fractional resistance of soil above bearing strata is not taken into consideration ) and are laid normally to depth of 3 m. 3.1.1 The various types of shallow a) Spread ofpad b) Strip - foundations are as under: pee IS : 1080-1986:. See IS : 1080-1986$. c) Raft foundation - See IS : 2950 ( Part 1 )-19815. d) Ring and shell foundation --see 19807. IS : 11089-19841~ and IS : 94.56- generally in the form of piles, 3.2 Deep Foundations - This is a foundation caissons, diaphragm walls, used separately or in combination to transmit *Rules for rounding off numerical values ( revised ). tGlossary of terms and symbols relating to soil engineering ( first &vision ). SCode of practice for design and construction of shallow foundations in soils ( other than raft, ring and shell ) ( second revision ). $Code of practice for design and construction of raft foundations : Part 1 Design ( second revision ). Kode of practice for design and construction of ring foundation. Wade of practice for design and construction shell foundations, 4 of conical and hyperboloidal typea of ,
1904- 1986 1s: the loads to a deeper load bearing strata ahen, no adequate bearing strata exists at shallow depths. The transference of load by a deep foundation may be through friction, end-bearing or a combination of both. 3.2.1 The various types of deep foundations are as under: a) Pile Foundations 1) 2) 3) 4) 5) 6) Driven cast in-situ - See IS : 2911 ( Part l/Set l)-1979*. Board cast in-situ - See IS : 2911 ( Part l/Set 2 )-1979*. Driven precast - See IS : 2911 ( Part l/Set 3 )-1979*. Board precast - See JS : 2911 ( Part l/Set 4 )-1984*. Timber - See IS : 2911 ( Part 2 )-1980t. Urzder-reamed pi/p - See IS : 2911 ( Part 3 )-1980$. b) Caissons - See IS : 9527 ( Part 1 )-1981s. c) Diaphragm walls - See IS : 9556-198011. d) Well foundationI. e) Combirzedfoundations - Two or mnre types of above foundations. 3.3 Foundations for Special Structure - Foundations for certain structures and/or machineries require speciai design and detailing procedure taking into consideration the impact and vibration characteristics of the load and the soil properties under dynamic conditions and may have combination of foundation structure. 3.3.1 The various types of such foundations are as under: a) Machine foundations 1) Reciprocating 2) Impact type - type - See IS :'2974 ( Part 1 )-1982**. See IS : 2974 ( Part 2 )-1980tt. *Code of practice for design and construction of pile foundations : Part 1 Concrete piles ( Sections 1 to 4 ) ( firsr revision ). tCode of practice for design and construction piles ( first revision ). of pile foundations : Part 2 Timber $Code of practice for design and construction of pile foundations : Part 3 Underreamed piles ( first revision ). $Code of practice for design and construction of port and harbour structures : Part 1 Concrete monoliths. IiCode of practice for design and construction of diaphragm walls. '-A detail code on this subject is formulated by IRC. **Code of practice for design and construction of machine foundations : Part 1 Foundation for reciprocating type machines ( second revision ) . ttCode of practice for design and construction of machine foundations : Part 2 Foundations for impact type machine ( Hammer foundations ) ( first revision ). 5
IS: 1904-1986 3) Rotary type ( medium and high frequency ) - See IS : 2974 (Part 3 )-1975*. 4) Rotary type lowfrequency - See IS : 2974 ( Part 4 )-1975t. 5) Impact type ( other than hammer j - SeeIS : 2974 ( Part 5 )19%7$. b) Tower foundations 1) Transmission line towers and poles - 2) Radar antenna, 198511. microwave and See IS : 4091-19795. TV tower - See IS : 11233- 4. GROUND 4.1 The natural geological deposits over, base rock extending surface level of the earth should be examined. to the 5. SITE INVESTIGATION 5.1 The investigation of the site is an essential prerequisite to theconstruc- '. tion of all civil engineering works with a view to assess the general suitability of the site for the proposed new works and to enable in preparing an adequate and economic design. In particular, it is necessary to assess the changes that may occur during or after the construction of the structure due to the choice of materials or methods of construction which may adversely affect safety of structure or after its performance or utility. 5.2 The investigation of the site should be carried out in accordance with the principles set in IS : 1892-19797. As a preliminary, it is usually judicious to collect information relating to the site prior to commencing its exploration. The exploration of the site for an important structure requires the exploration and sampling of all strata likely to be significantly affected by the structural load. The extent of this exploration will depend on the site and structure. In any case, particular attention shall be paid to the ground water level, underground water courses, old drains, pits, wells, old foundation, etc, and presence of excessive sulphates or Other *Code of ractice for design and construction of machine foundations : PM 3 Foundations F rotary type machines ( medium and high frequency ) ( firsf revision ). or tCode of practice for design and construction of machine foundations : Part 4 Foundations for rotary type machines of low frequency ( first revision ). $Code of practice for design and construction of machine foundations : Part 5 Foundations for impact type machines other than hammers ( first revision ). §Code of practice for design and construction of foundations for transmission line towers and poles ( first revision). l/Code of practice for design and construction of radar antenna, microwave and TV tower foundations. aCode of practice for subsurface investigation for foundations ( first revision). 6
IS:l!M4-1986 injurious compound in the ground water and soil. The site should also be explored in detail, where necessary, to ascertain the type consistency, thickness, sequence and dip of the strata. 5.3 Mass movements of the ground are liable to occur from causesindependent of the loads imposed by the structure. These include mining subsidence, land slips, unstable slopes and creep on clay slopes. These factors shall be observed in detail during site investigation and taken into account in the layout and design of the proposed works. However, if necessary, expert advice regarding the geological and hydrologicai characteristics of the site shall be sought. 5.3.1 Mining subsidence is liable to occur in mining areas. The magnitude of the movement and its distribution pver the area of the workings and their vicinity can be roughly estimated. Where future subsidence is likely, care should be taken to design the superstructure and foundation sufficiently strong or sufficiently flexible to cater for probable ground movements. Long continuous buildings should be avoided and large building should be divided into independent sections of suitable size, each with its own foundations. Expert advice from appropriate mining authority should be sought. 5.3.2 Cuttings, excavations or sloping ground near foundations may increase the possibility of shear failure in the ground supporting the foundations. On sloping ground on clay soils there is always a tendency for the upper layers of soil to move downhill, the extent, however, depends on the type of soil, the angle of slope, ground water regime and climatic conditions. Instability may develop even after a long period of apparent stability, particularly in stiff, fissured and over consolidated clay soil. Uneven surface of a slope on virgin ground, curved tree trunks, tilted fence posts, tilted boundary walls, etc, indicate the creep of the surface layers. Areas subject to land slip and unstable slopes shall, therefore, be avoided. 5.3.3 Some clayey soils are susceptible to shrinkage and cracking in dry and hot weather, and swelling in wet weather. These conditions are simulated, sometimes, by extraneous agencies like trees, boiler installations, furnaces, kilns, underground cables, services and refrigeration installations. These factors shall be studied carefully before designing any foundations. Shrinkage of clay soils may be increased by the drying effect produced by nearby trees and shrubs. Swelling may occur, if they are cut down. NO trees which grow to a large size shall be planted within 8 m of foundations of buildings. 7
1S : 1904- 1986 5.3.4 New constructions may interfere with drainage regime of the ground and affect the stability of existing structure. Adequate precautions On the uphill side of a building on a should be taken to protect these. sloping site, land drainage requires special consideration for diverting the If excavation involves natural flow of water away from the foundations. cutting through existing land drains, consideraticn should be given for diverting into the ground-drainage system. %3.§ Increase in moisture extent results in substantial loss of bearing capacity in case of certain types of soils which may lead to differential settiements. On sites liable to be water iogged in wet weather, it is desirrable to determine the contour of. the water-table surface in order to indicate the directions of the natural drainagd and to obtain the basis of the design of intercepting drains to prevent the influx of ground water into the site from higher ground. The seasonal variation in the level of the water table is of importance in some cases. In case of soils with low permeability, the water levels in boreholes or observation wells may take a considerable time to reach equilibrium with ground water Spot readings of Vater level in boreholes may, therefore, give an erroneous impression of the true ground water level. It is generally determined by measuring the water level in the borehole after a suitable time lapse for which a period of 14 hours or more be used as the case may be. In soils with high permeability, such as sand and gravels, lapse of sometime is ustially suffizient, unless the hole has been sealed with drilling mud. In these cases it nay be necessary to resort ?o indirect means to estab!ish the approximate location of the water table. Where deep excavation is required, the location of water bea,ring strata should be determined with particular care and the water pressure in each should be observed so that necessary precautions may be taken during excavation. 5.3.6 In certain localities where considerable quantities of soluble salts are contained in ground water and soil, portland cement concrete, especially thin members or buried metals are subjected to deterioration and corrosion. Certain soils have a corrosive action on metals, particular1.y on cast iron, due to either chemical or bacteriological agency. In industrial areas, corrosive action may arise from industrial wastes that have been dumped on the site. Chemical analysis of samples of ground water or soil ( or sometimes both ) should be done to assess the necessity of speciai precautions. The following are settle of suggested methods: a) Dense cement concerete M20 mix or richer may be used to reduce permeability and increase resistance tc attack from sulphates ( see I§ : 456-1978" ). *code of practice for plain and reinforced concrete ( rhird revision ). 8
b) Portland pozzolana cement may be used to control and reduce the activities of the sulphates. c) Special cements like high alumina cement, which are sulphate resistant, may be used. super sulphated cement, d) A thick coating of bitumen may be given over the exposed surfaces of foundation below the water table to prevent infiltration of water into the foundation ( see IS : 5871-1970* ). e) A thick layer of cement concrete (with sulphate resistant cement ) and coated with bitumen be laid before laying of foundation concrete to prevent infiltration of water from sulphate bearing soil. NOTE - The soluble salts are usually sulphates of calcium, magncaiumand sodium. Water containing these salts gets into the concrete and reacts with the set cement or hydraulic lime. This reaction is accompanied by considerable expansion which leads to the deterioration and cracking of the concrete. The amount of soluble sulphates may be considered excessive from the point of attack on concrete if it is more than 30 parts of SO, per 100 000 parts of subsoil water or in the case of clays if more than 0.2 percent SO, by weight of clay in air-dry condition, which should be determined by proper analysis. 6. METHODS OF SITE EXPLORATION 6.1 The most common and satisfactory given below: methods of site explorations are a) Trial pits, b) Boring, and c) Headings. The details of these methods are given in IS : 1892-1979f. 7. DEPTH OF FOUNDATION 7.1 The depth to which foundations should be carried depends upon the following principal factors: The securing of adequate allowable bearing capacity. In the case of clayey soils, penetration below the zone where shriakage and swelling due to seasonal weather changes, and due to trees and shrubs are likely to cause appreciable movements. In fine sands and silts, penetration may b9 expected from frost. -____- below the zone in which trouble - *Specification for bitumen mastic for tanking and damptproofing. tCode of practice for subsurface investigation for foundation (first revision 1. 9
rs:l!xM-1986 a) The maximum depth of scour, wherever relevant, should also be considered and the foundation should be Iocatqd sufficiently below this depth. e) Other factors such as ground movements and heat transmitted from the building to the supporting ground may be important. 7.2 All foundations shall extend to a depth of at least 50 cm below natural ground level. On rock or such other weather resisting natural ground, removal of the top soil may be all that is required. In suchcases, the surface shall be cleaned and, if necessary, stepped or otherwise prepared so as to provide a suitable bearing and thus prevent slipping or other unwanted movements. 7.3 Where there is excavation, ditch, pond, water course, filled up ground or similar condition adjoining or adjacent to the subsoil on which the structure is to be erected and which is likely to impair the stability of structure, either the foundation of such structure shall IX carried down to a depth beyond the detrimental infiuence of such conditions, or retaining walls or similar works shall be constructed for the purpose of shielding from their effects. 7.4 A foundation in any type of soil shall be below the zone significantly weakened by root holes or cavities produced by burrowing animals or works. The depth shall also be enough to prevent the rainwater scouring below the footings. 7.5 Clay soils, like black cotton soils, are seasonally affected by drying, shrinkage and cracking in dry and hot weather, and by swelling in the following wet weather to a depth which will vary according to the nature of the clay and the climatic condition of the region. It is necessary in these soils, either to place the foundation bearing at such a depth where the effects of seasonal changes are not important or to make the foundation capable of eliminating the undesirable effects due to relative movement by providing flexible type of construction or rigid foundations. Adequate load counteraction swelling pressures also provide satisfactory foundations. 8. FOUNDATION AT DIFFERENT LEVELS . 8.1Where footings are adjacent to sloping ground or where the bottoms of the footings of a structure are at different levels or at levels different from those ,of the footings of adjoining structures, the depth of the footings shall be such that the difference in footing elevations shall be subject to the following limitations: a) When the ground surface slopes downward adjacent to a footing, the sloping surface shall not intersect a frustum of bearing material IO
IS:1904-1986 under the footing having sides which make an angle of 30" with the horizontal for soil and horizontal distance from the lower edge of the footing to the sloping surface shall be at least 60 cm for rock and 90 cm for soil ( see Fig. 1 ). b> In the case of footings in granular soil, a line drawn between the 4 lower adjacent edges of adjacent footings shall not have a steeper slope than one vertical to two horizontal ( see Fig. 2 ). In case of footing of clayey soils a line drawn between the lower adjacent edge of the upper footing and< the upper adjacent edge of lower footing shall not have a steeper slope than one vertical to two horizontal ( see Fig. 2 ). 8.2 The requirement conditions: given in 8.1 shall not apply under the following Where adequate provision is made for the lateral support ( such as with retaining walls ) of the material supporting the higher footing. b) When the factor of safety of the foundation soil against shearing is not less than four. aj 9. EFFECT OF SEASONAL WEATHER CHANGES - 9.1 During periods of hot, dry weather a deficiency of water develops near the ground surface and in clay soils, this is associated with a decrease of volume or ground shrinkage and the development of cracks. The shrinkage of clay will be increased by drying effect produced by fast growing and water seeking trees. The range of intluence depends on size and number of trees and it increases during dry periods. In general, it is desirable that there shall be a distance of at least g m between such trees. Railer furnaces, kilns, underground cables and refrigeration installations, installations and other artificial sources of heat may .also cause increased volume changes of clay by drying out the ground beneath them, the drying out can be to a substantial depth. Special precautions either in the form of insulation or otherwise should be taken. In periods of wet weather, clay soils swell and the cracks lend to close, the water deficiency developed in the previous dry periods may be partially replenished and a subsurface zone or zones deficient in water may persist for many years. Leakage from water mains and underground sewers may also result in large volume changes. Therefore, special care must be taken to prevent such leakages. 10. EFFECT OF MASS MOVEMENTS OF GROUND IN UNSTAB]LE ARRAS 10.0 In certain areas mass movements of the ground are liable to occur from causes independent of the loads applied by the foundations of 11
THESE SURFACES SHOULD NOT INfERSECr FIG. 1 FELTINGIN SLOPING GROUND L SLOPE OF JOINING LINE NOT STEEPER 1HAN ONE VERTICAL 10 TWO HORIZONTAL FIG. 2 LOWER F 00TlN~ &WING IN GRANULARSort OR CLAYEY SOIL 12
IS:1904 These include structures. and creep on clay slopes. mining subsidence, landslips on unstable -1986 slopes 10.1 Mining Subsidence - In mining areas, subsidence of the ground The magnibeneath a building or any other structure is liable to occur. tude of the movement and its distribution over the area are likely to be uncertain and attention shall, therefore, be directed to make the foundations and structures sufficiently rigid and strong to withstand the probable worst loading condition. In this connection, reference should also be made to 5.3.1. 10.2 Landslip Areas 10.2.1 The construction of structures on slopes which are suspected being unstable and are subject to landslip shall be avoided. of 10.2.2 On Joping ground on clay soils, there is always a tendency for the upper layers of soil to move downhill, depending on lype of soil, the angle of slope, climatic conditions, etc. In some cases, the uneven surface of the slope on a virgin ground bill indicate that the area is subject to if used for foundation, will obviously small iand slips and, therefore, necessitate special design consideration. 10.2.3 Where there may be creep of the surface layer of the soil, protection against creep may be obtained by following special design considerations. shall be on a horizontal 10.2.4 On sloping sites, spread foundations At ail changes of levels, they shall be lapped at the bearing and stepped. steps for a distance at least equal to the thickness of the foundation or The steps sha!l not be of twice the height of the step, whichever is greater. greater height than the thickness of the foundation, unless special precautions are taken. 10.2.5 Cuttings, excavations or sloping ground near and below foundation level may increase the possibility of shear failure of the soil. The foundation shall be well beyond the zone of such shear failure. 10.2.6 If the probable failure surface intersects a retaining wall or other revetment, the latter shall be made strong enough to resist any unbalanced thrust. In case of doubt, as to the suitabmty of the natural slopes or cuttings, the structure shall be kept well away from the top of the slopes, or,the slopes shall be stabilized. 10.2.7 Cuttings and excavations adjoining foundations reduce stability and increase the likelihood of differential settlement. Their effect should be investigated not only when they exist but also when there is possibility that they are made subsequently. 13
Is: 1904-1986 10.2.8 Where a structure is to be placed on sloping ground, additional complications are introduced. The ground itself, particularly if of clay, may be subject to creep or other forms of instability, which may be enhanced if the strata dip in the same direction as the ground surface. If the slope of the ground is large, the overall stability of the slope and substructure may be affected. These aspects should be carefully investigated. 11. PRECAUTIONS FOR FOUNDATIONS ON INCLINED STRATA strata, if they dip towards a cutting or basement, it may be necessary to carry foundation below the possible slip planes, land drainage also requires special consideration, particularly on the uphill side of a structure to divert the natural flow of water away from the foundations. 11.1 In the case of inclined 12. STRATA OF VARYING THICENESS 12.1 Strata of varying thickness, even at appreciable depth, may increase differential settlement. Where necessary, calculations should be made of the estimated settlement from different thicknesses of strata and the structure should be designed accordingly. When there is large change of thickness of soft strata, the stability of foundation may be affected. Site investigations should, therefore, ensure detection of significant variations in strata thickness. 13. LAYERS OF SOFTER MATERIAL 13.1 Some soils and rocks have layers of harder material between thin layers of softer material, which may not be detected unless thorough investigation is carried out. The softer layers may undergo marked changes in properties if the loading on them is increased or decreased by the proposed construction or affected by related changes in ground water conditions. These should be taken into account. 14. SPACING BETWEEN EXISTING AND NEW FOUNDATION 14.1 The deeper the new foundation and the nearer to the existing it is located, the greater the damage is likely to be. The minimum horizontal spacing between existing and new footings shall be equal to the width of the wider one. While the adoption of such provision shall help minimizing damage to adjacent foundation, an analysis of bearing capacity and settlement shall be carried out to have an appreciation of the effect on the adjacent existing foundation. 15. LOADS ON FOUNDATIONS 15.1 Loads on a foundation are those forces imparted by thestructure, it is supporting, in any of the form (i) vertical either upwards or downwards, 14
IS:l!304-1986 (ii) horizontal or lateral, and (iii) moment or couple. shall be considered for design of foundations. The following loads 151.1 Pemzanent Load - This is the actual service load/sustained load consisting of dead loads and live loads of a structure which give rise to stresses and deformations in the soil below foundation causing its settlement. 15.1.2 Transient Load - This is a momentary or sudden load imparted to a structure due to wind or seismic vibrations. Due to its transitory nature, the stresses in the soil below the foundation carried by such loads are allowed certain percentage increase over the allowable safe values. 15.1.3 Foundations shall be proportioned of loads: for the following combination a) Dead load + live load, and b) Dead load + live load + wind load or seismic load. 15.1.4 Dead load also includes the weight of column/wall, footings, z,ndations, the overlying fill but excludes the weight of the drsplaced . 15.1.5 Live loads from the floors above as specified in IS : 875 ( Part 2 )1987* shall be taken in proportioning and designing the foundations. 15.16 Where wind or seismic load is less than 25 percent of that due to dead and live loads, it may be neglected in design and first combination of load shall be compared with the safe bearing load to satisfy allowable bearing pressure. 15.1.7 Where wind or seismic load is more than 25 percent of that due to dead and live loads, foundations may be so proportioned that the pressure due to combination of load ( that is, dead + live -,'-wind load ) does not exceed the safe bearing capacity by more than 25 percent. When seismic forces are considered, the safe bearing capacity shall be increased as specified in IS : 1893-1984t. In non-cohesive soils, analysis for liquefaction and settlement under earthquake shall also be made. 16. SETTLEMENT 16.1 Uniform Settlement - The magnitude of the settlement that should occur, when foundation loads are applied to the ground, depend on the rigidity of substructure and compressibility of the underlying strata. In *Code of practice for strucfural safety of buildings Imposed loads ( second rev&&w : Loading standards tcriteria for earthquake resistant design of structures (fourrh revision ). 15 : Pati 2
IS:1904-1986 silts and clays the settlement may continue for a long period after the construction of structure. Due allowance shall, therefore, need be made for this slow consolidation settlement. In sand and gravels, the settlement is likely to be complete to a great extent by the end of the construction In strata of organic soils, settlement may continue almost activities. indefiniteiy. For the safety of foundations, the engineer-in-charge should be well familiar with all causes of settlement. Foundations may settle due to some combination of the following reasons: a) Elastic compression of the foundation material and the underlying soil; b) Consolidation 4 including secondary compression; Ground Wufer Lowering-specially repeated lowering and raising of water level in loose granular soils tend to compact the soil and cause settlement of the foundations. Prolonged lowering of the water table in fine grained soils may introduce settlements because of the extrusion of water from the voids. Pumping water or draining water by wells or pipes from granular soils without adequate filter material as protection may, in a period of time, carry a sufficient amount of fine particles away from the soil and cause settlement; d) Seasonal swelling and shrinkage of expansive clays; e) Ground movement on earth slopes, for example, slow creep or land slides; f) Other causes, such as adjacent excavation, mining underground erosion by streams or floods; and g) The effects of vegetation soils. leading to shrinking surface erosion, subsidence and and swelling of clay 16.2 Differential Settlements -- The foundations of different elements of a structure may have unequal settlements and the difference between such settlements will cause differential settlement. Some of the causes for differential settlements are as follows: 4 Geologic and physical non-uniformity or anomalies in type, Qructure, thickness, and density of the soil medium ( pockets of sand in clay, clay lenses in sand, wedge like soil strata, that is, lenses in soil ), an admixture of organic matter, peat, mud, etc; Non-uniform pressure -W to non-uniform due distribution from foundation to the soil loading and incomplete loading of the foundations; Cl Varying water regime at the construction 16 site;
IS : 1904 - 1986 d) Over stressing of soil at adjacent next to light ones; e) Overlap of stress distribution site by heavy structures in soil from adjoining built structures; f) Unequal expansion of the soil due to excavation for footings; g) Non-uniform development of extrusion settlements; and h) Non-uniform structural disruptions or disturbance of soil due to freezing and thawing, swelling, softening and drying of soils. 16.3 Criteria for Settlement Analysis for Shallow Foundation 16.3.1 For foundations resting on coarse grained soils, the settlements shall be estimated corresponding to the load mentioned in 15.1.3(b). since in such type of soils, settlements occur within a very short period of loading. 16.3.2 For fine grained soils, the settlements shall be estimated corresDead load and all fixed equipments are ponding to permanent loads. considered as permanent. Generally, one half of the design live load may be taken as being permanent. The engineer shall use his judgement in each project work to determine what loads are permanent and what are temporary. Therefore, it appears reasonable to reduce the differential settlement due to live load variation by maintaining equal pressure for all foundations under the service load. This may be done by the following procedure: a) Determine the required bearing area for a column having the ln the conventional method largest live load to dead load ratio. of design, the area (A) is given by: A = -Dead load + live load . Allowable bearing capacity b) Compute for this same column qd = c) Determine the design bearing value service load A the area for all other COlUmnS by the use of qd, that is, Bearing area = SerViCe load iqd d) For calculation of settlement -1976 * may be referred. 16.3.3 The total settlement permissible. of foundations, of the foundations shall IS : 8009 (Part be not *Code of practice for calculation of foundatioos : Part 1 Shallow subjected to symmetrical static vertical loads. 17 more 1) than foundations
IS:1904-1986 16.3.4 The permissible value of settlement for different types of structures are given in Table 1. 16.3.5 Differential settlement and/or tilt ( angular distortion ) of the structures shall not be more than the permissible values. The diflerential settlement shall be obtained by taking the difference maximum and minimum settlement. Tilt shall be calculated by dividing the differential settlement by the distance between points of related maximum and minimum settlement. 16.4 Settlement Analysis for Deep Foundation 16.4.1. The permissible value of total sett!ement, differential settlement, and tilt ( angular distortion ) have been specified in the relevant Indian Standard (see 3). The settlement shall be calculated according to IS : 8009 (Part 2)-1980*. 17 STABILITY AGAINST OVERTURNING AND SLIDING 17.1 The stability of the foundation against sliding and overturning shall be checked, and the factors of safety shall conform to the following requirements. 17.1.1 Sliding - The factor of safety against sliding of structures which resist lateral forces (such as retaining walls) shall be not less than 1a5 when dead load, live load and earth pressures are considered together with wind load or seismic forces. When dead load, live load and earth pressure only are considered, the factor of safety shall be not less than l-75. Nore - For structuresfounded on soils with low frictional coefficient ( that is, slippery material ), safety against sliding may be improved by providing anchor type cut-off walls or piles to fake the excess load over that resisted by friction or an inclined underside of the base. against 13.2 Overturning - The factor of safety for shallow foundation overturning shall be not less than 1.5 when dead load, live load and earth pressures are considered together with wind load or seismic forces. When dead load, live load and earth pressures only are considered, the factor of safety shall be not less than 2. The tactor of safety of other types of foundation is covered in relevant Indian Standard ( see 3). , 1 18. BEARING CAPACITY l8.1 The sale bearing capacity for shallow foundation shall be calcuiated in accordance with IS . 6403-1981t. The method of computation of sa?c bearing capacity for other types of foundations has been specified in the *code Of practice for calculation of foundations: Part 2 Deep subjected to symmetrical static vertical loading. tCode of practice fo: determination of bearing capacity cf shallow {first revirron ). foundations foundations
TABLE 1 PERMISSIBLE DIFPERENTUL SRTTLEMENTS AND TILT (ANGULAR DISTORTION 1 FOR SHALLOW FOUNDATION IN SOfLS (Clarise 16.3.4 j &XATBD SI mured No. Saud and Hard Clay --- mm (2) (3) (1) 50 i) For steel structure 50 ii) For reinforced concrete Wuctums iii) For multistoreyed buildings a) RC or steelframed 60 buildings with panel walls bj IGr~oad bearing 1) L/H = 2+ FOUNDATION8 * 60 mm mm RAFT FOUNDATIONS --.-I Plastic Clay & mm mm. mm (4) (5) (6) 50 +033L l/300 :0015L 11666 75 (7) (8) *0039L l/300 *0015L l/666 .UO2L l/u)0 75 g02L *02L 60 l/So00 l/500 Sand and Hard Clay Plastic Clay , * v-7 mm (9) 75 75 75 (7) (Y) +033L l/300 *0021L i/500 oW25L l/400 mm ( 12 ) (Y) ("1'3 9033L M2L l/3& l/500 12s 09033L l/300 log loo Wo2L l/So00 Not likely to be encountered 60 .ooO4L l/2500 60 *00(,4L l/25@ 1 2) L/H - 7+ 75 +015L l/666 100 *0025L l/400 125 6025L l/40 50 go15L l/666 iv) For water towers and silos Nom -The values given in the table may be taken only as a guide and the permissible total settlement/different settlement and tilt ( angular distortion j in each case should be decided ss per rquirements of the designer. L denotes the length of deflected part of wall/raft or centreAo-antre distsnce between columns. H denotes the height of wall from foundation footing. +For intemxdiite ratios of L/H, the values can be+erpolated. tj .. y P I CI #
IS: 1904 - 1986 relevant Indian Standards. It is recommended that safe bearing capacity shall be calculated on the basis of soil test data and in the absence of such data for preliminary design, the local values may serve as guidelines. 19. PRELIMINARY WORK FOR CONSTRUCTION 19.1 The construction of access roads, main sewers and drains should preferably be completed before commencing the work of foundations; shall be taken to protect the already alternatively, sufficient precautions constructed foundations during subsequent work. including the stump of trees, 19.2 Clearance of Site - Any obstacles, likely to interfere with the work shall be removed. Holes left by digging, such as those due to removal of old foundation, uprooted trees, burrowing by animals, etc, shall be back-filled with soil and well compacted. 19.3 Drainage - If the site of a structure is such that surface water shall drain towards it, land may be dressed or drains l,lid ?o divert the water away from t!le site. 19.4 Setting Out -. Generally the site shall be levelled before the layout of foundations are set out. In case of sloping terrain, care shall be taken to ensure that the dimensions on plans are set out correctly in one or more horizontal planes. 19.5 The layout of foundations shall be set out with steel tapes. Angle!: should be set out with theodolites in the case of important and mlricate structures where the length of area exceeds 16 m. In other cases ihese shall be set out by measurement of sides. Jn rectangular or square setting out, diagonals shall be checked to ensure accuracy. The setting out of walls shall be facilitated by permanent row of pillars, parallel to and at a suitable distance beyond the periphery of the building. The pillars shall be located at junctions of cross walls with the penphera! line of pillars. The centre lines of the cross walls shall be extended to and permanently erected on the plastered tops of the corresponding sets of pillars.The datum lines parallel to and at the known fixed distance from the centre lines of the external walls also be permanently worked on the corresponding rows of pillars to pillars to serve as checks on the accuracy of the work as it proceeds. The tops of these pillars shall be at the same level and preferably at the plinth or floor level. The pillars shall be of sizes not !ess Phan 25 cm wide and shall be bedded sufficiently deep into ground so that they are not disturbed. 20. PROTECTION OF EXCAVATION 20.1 The protection of excavation during 20 construction of timbering and
Is:1904-1986 dewatering operations, where necessary, shall be done in accordance with IS : 3764-1966*. 20.2 After excavation, the bottom of the excavation shall be cleared of all loose soil and rubbish and shall be levelled, where necessary. The bed shall be wetted and compacted by heavy rammers to an even surface. 20.3 Excavation in clay or o.ther soils that are liable to be effected by exposure to atmosphere shall, wherever possible, be concreted as soon as they are dug. Alternatively the bottom of the excavation shall be protected immediately by 8 cm thick layer of cement concrete not leaner than mix 1 : 5 : 10 over which shall come the foundation concrete; or in order to obtain a dry hard boftom, the last excavation of about 10 cm shall be removed only before concreting. 20.4 The refilling of the excavation shall he done with care so as not to disturb the constructed foundation, and shall be compacted in layers not exceeding 15 cm thick with sprinkling of minimum quantity of water necessary for proper. compaction. *Specificationfor safety code for excavation work. 21
IS : 1904- 1986 ( Conf huedfrom page 2 ) Miscellaneous Foundation Convener SiiRI S. GUHA Subcommittee, BDC 43 : 6 Representing Calcutta Port Trust, Calcutta Members SHRI K.K. AGARWAL LT-COL C. L. ASSUDANI MAI T. K. GHOSH ( Alternote ) SHRJ S.P.CHAKRABARTI SHRJP. K. DATTA ( Alrernate ) DIRECTOR DIVISIONALENGINEER SOILS) i ( Abernafe ) EXECIJT~VFZ ENGINEER( DESIGNS) V EXECUTIVE ENGINEER DESIGNS) ( ( Alternate ) SHRI A. GHOSH Ministry of Communication Engineer-in-Chief's Branch, Ministry of Defence Ministry of Transport ( Roads Wing ) Highways and Rural Works Department, Madras Central Public Works Department, New Delhi VII Cent;~r~~~lding Research Institute SHRI M. R. SONEJA Altermzfe ) ( Gammon India Ltd, Bombay SHRI G. R. HARJDAS SHRJ A. B. GHOSAL ( Alternate ) Engineers India Ltd. New Delhi SHRIMIYENGAR DR R. K. M. BHANDARJ ( Afternuts ) Ministry of Railways JOINTDIRECTOR ( GE ) DEPUTY DIRECTOR( GE III ) ( AlterRare ) Cemindia Co Ltd, Bombay SHRI D. J. KETKAR SHR~ R. L. TELANG ( Alternate ) In personal capacity ( E-104A SHRJ S. MUKHERJEE ( CSIR ). Simla House, Nepean Sea Road, Bombay ) SKRJ P. G. RAMKRJSHNAN SHRJ A. G. DATAR ( Alternate ) SHRJ 0. S. SRIVASTAVA SHRI SWAMI SARAN Panel for Revision Engineering Madras Construction Corporation Ltd. Cement Corporation of India, New Delhi University of Roorkee, Roorkee of IS : 1904, BDC 43 : 6/Pl Convener SHRJ S. GUHA Calcutta Port Trust, Calcutta Members SHRI S. C. BOSE SHRI K. K. A~ARWAL Pile Foundations Construction Calcutta Ministry .of Communication 22 ( I ) Pvt Ltd,
BUREAU OF Manrk Bhavan, 0 Bahatir Tolophonos INDIAN STA_NDARDS ShahZatar Mar& t 331 01 31,331 13 76 NEW DELHI 110002 Tolograme I Manaksanrthr ( Common to all ofhcor ) ToIt @on. R~gion8l Ol/lcor *Woetorn I Manakalaya, EO MIDC, Marol, Andherl BOMBAY 400093 fEaetorn I l/14 C. I. T. Scheme VII M, V. I. P. Road, Maniktola, CALCUTTA 700054 36 24 99 Southern I C I. 1. Campus, MADRAS 41 24 42 Northern I SC0 445-446, Sector 35-C, CHANOIGARH 160036 8rwrch Otflc#s I 600113 2 13 43 3 16 41 Shaikh Maw, Khrnpur, 2 63 48 1 2 6348 330001 'F' Block Unlty Bldg, Naraslmharaja BANGALORE 660002 Gangotrl Complex, Bhadbhada BHOPAL 462003 22 43 06 Squaw Road, f. T. Nagar, 667 16 Plot No. 3283, Lewis Road, BHUBANESHWAR 751009 6315, Ward No. 29, R. G. Barua Road 5th Byelane, GUWAHATI 781003 !I-866C L. N. Gupta Marg, HYDERABAD 500001 R14 Yudhlrter Marg, C Scheme, JAIPUR 302006 lt7/418 B Sarvodaya Nagar, KANPUR 2080(X1 Patllputra lndustrlal Estate, PATNA 6 tI8 32 21 68 76 800013 8 28 06 7 66 37 Off/co ( Wlth Sale Point 1 I Pushpanjali 205-A West Hlgh Court Road, Bharampeth Extension, NAGPUR 440010 lnstltutlon of Engineers PUNE411006 %~OS 6 36 27 -. 23 10 33 Hantex Bldg ( 2nd Floor ), Rly Statlon Road, TRIVANORUM 695001 /nrgact/on 6 32 92 96 ) 'Pumhpak' Nurmohamed AHMADABAD ( East ), ( lndla ) Bullding, 2 51 71 1332 Shlvajl Nagar, OftIc@ In Bombay Ir at N~volty Chambora, Grant bay 400007 cb ato8 OfRco In Calcutta Ie at I Chowrlnghro Approach, P 0. strot. Calcutta 700075 Road, lo prfnc., 8 24 36 89 55 s5 575555


text:
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subset: commoncrawl


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By Jane Wollman Rusoff |
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Half of Wall Street certainly views the recession as over, at least with regard to their bonuses, according to a survey released Monday.
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Rocking chair
Antique style rocking chair with cushion Perfect condition Needs a good home due to house move
Antique style rocking chair with cushion Perfect condition Needs a good home due to house move
The Safo racer office chair is the perfect chair to race through a day of work or game in comfort and style. It's ergonomically designed with added back support, adjustable height, 360 degree swivel motion, so you can always find your perfect working
3 Office Chairs 2 Beige and 1 Brown 2 Gas Lift 2 Swivel When they're gone their gone
various office/computer chairs, swivel, raise, + tilt £10 each plus 2 with pump action back rest for extra comfort all in used condition, plenty life left in them, collection from ws10 or I can deliver for £5
Quick sale £500 heavy duty massage machine . Selling due to moving business . Excellent for salons . Please give me a call or txt please note item is very very heavy need two ppl to .lift it Am open to sensible offers can deliver with charge
10 chairs 10 quid each or 90 quid for the lot in b13 area call me if interested
"Chrome frame with mesh and fabric. Mounted on castors. Swivel . Gas lift adjustable seat height. Seat height adjustable from 45 to 55cm. Seat W43, D43cm. Maximum user weight 110kg (17st 5lb). General information: Overall size H97.5, W43, D
"Fabric. Mounted on castors. Swivel mechanism. Gas lift adjustable seat height. Seat height adjustable from 38 to 50cm. Seat W39.5, D43.5cm. Maximum user weight 90kg (14st 2lb). General information: Overall size H89, W54, D52cm. Weight 6.2
Cream chair with recliner good condition 40 pound for more information mark
GREY FABRIC SWIVEL OFFICE CHAIR - IN GOOD CONDITION This twin lever operated swivel chair comes with arms, and is very sturdy. The chair has a very small hole in the seat cover, (please refer to the photo's to see this slight damage). This chai
Sold as seen. Missing one wheel but still fully functioning. Please quote Reference number 10 when enquiring. Please Call and do not text the number provided as we will not receive your text. Collection or delivery can be arranged at a £5
Green Fabric office chair. £30 each. If brought together can offer slight reduction. Good condition, few marks. Sold as seen. Please quote Reference number 2 when enquiring. Please Call and do not text the number provided as we will no
Red and white adjustable height swivel chair. Good condition, few marks. Sold as seen. Please quote Reference number 9 when enquiring. Please Call and do not text the number provided as we will not receive your text. Collection or deli
We are clearing office furniture from loads of offices and have many desks, cabinets, storage and chairs available Send me an email with what you need I will reply with pictures and prices Thank you
New office chair, brown. This chair is brand new boxed! Please call my number on the photos, The chairs come complete with 5 star strengthened bases and have 5 wheels for the base. The arms have leather padding and the pads are filled wi
In excellent condition needs to got a good home. From a pet free, smoke free home.
A very nice faux leather office chair with a wooden base on wheels. The height adjust works well and all wheels are in order too. In very good condition. Rarely used.
Miadomodo office chair New but has a very small tear in one of the arms of the chair Black Half leather All parts there nothing missing Only £90.00 RRP £138.00
2 Adjustable office chairs in excellent condition. 1 grey and 1 Black chair. Call Dean on 07891582180
High quality piece of furniture in mahogany and in excellent condition Ideal for a child's nursery for feeding
Black computer and office chair for £5 Pick up only. Email for more information about the chair
blue/gray patterned swivel chair moves ok, back & seat can be adjusted BUT height cannot. Suit young teen maybe
Built with standard lever for seat height adjustment, fully functional. It has been solid and reliable for 8+ years now, still comfy! Used and worn in a few places as the pics show, hence price for quick sale. New leather chair now purchased so ne


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The CTD Model A480E - CNC is a computer Numerically controlled version of the A480E. Instead of using a Precision measuring device for the length measurement, a servo controlled linear actuating cylinder determines the length stroke. A small touch screen function center prompts the operator through the different functions and set-ups on the machine. The automatic length feed and controlling air circuit are operated by an electronic programmable controller for easy service.
The A480E uses our time tested 400 Series saw head offering assured precision cutting. Three independent holding vises are used, one to feed the material, and one on each side of the blade. The vises are keyed and movable front to back for easy adjustment of different widths of material.
The A480E - CNC includes all the standard features and specifications of the A480E, but differs in the feed mechanism and control panel.
the scotchman cpo-315 rfa/st is a fully automatic, roller feed cold saw equipped with a material supply table. This cold saw is available for ferrous ...Fabricating Equipment Company, Inc.
The new Servo Series Saws were developed to provide a saw that would allow users of the Oliver Swing Arm Saws (Oliver 94 and 894) a much safer ...B And O Saws, Inc
Model Number : C-320NC Design Style : Double Column Type C-320NC Machine Features Structure Oversized precision ground, large dual columns Cross ...Cosen Saws Usa
sending enquiry ....


text: Julie met us at the appointed time and gave a thorough introduction to the flat. Before reaching the elevator you must walk up 26 steps. The flat is as described with good wireless internet, good air-conditioning and a nice television. The bed on the loft level was comfortable. There is a reading lamp on one side of the bed--bring a... more


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DigiDNA (http://www.digidna.net) has released version 6.5 of DiskAid for iOS 7 on Mac OS X (10.6.5 and higher) and Windows. DiskAid is a Wi-Fi capable iPhone file transfer software that allows wireless file transfer between iOS devices and computers.
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text:
REUTERS - The first of three "Hobbit" movies kicked off its box office quest with an estimated $13 million in ticket sales from showings at U.S. and Canadian theaters just after midnight on Friday, a record for a December debut.
The performance topped the $8 million from midnight sales for December 2003 film "The Lord of the Rings: The Return of the King." "The Hobbit: An Unexpected Journey" is a highly anticipated prequel to the "Lord of the Rings" trilogy.
"The Hobbit" also rung up sales of $27.3 million in 42 international markets since its overseas debut on Wednesday, distributor Warner Bros. said. Combined with the early North American (U.S. and Canadian) sales, the global total stands at an estimated $40.3 million.
The new 3D film follows the epic journey of hobbit Bilbo Baggins, played by Martin Freeman, as he travels with a band of dwarves to steal treasures from the dragon Smaug. The film is directed by Oscar-winning "Lord of the Rings" filmmaker Peter Jackson and features many of the stars of the earlier films. All of the movies are based on classic novels by J.R.R. Tolkien.
"The Hobbit" likely will finish the weekend with domestic sales of $75 million or more from Friday through Sunday, predicts Paul Dergarabedian, president of the box office division of Hollywood.com.
Some analysts have projected three-day domestic sales may top $100 million, though no movie has opened that big in December, a time when children are in school and families are busy with holiday activities. T he North American record for the month of December belongs to Will Smith sci-fi film "I Am Legend," which debuted with $77.2 million in 2007.
The "Lord of the Rings" movies, which debuted from 2001 to 2003, brought in $2.9 billion at global box offices.
Warner Bros., a unit of Time Warner Inc (TWX.N), distributed "The Hobbit." Warner Bros.' New Line Cinema and MGM produced the film.
(Reporting By Lisa Richwine; Editing by Alden Bentley)
Trending On Reuters
Music video celebrates Udham Singh for avenging Jallianwala Bagh killings
An Indian pop group has made a music video honouring a freedom fighter who assassinated a British official in revenge for a 1919 massacre, at a time of renewed calls in India for reparations from Britain for the excesses of colonial rule. Full Article
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text:
Grades K-5
Jesus said, "Let the little children come to me, and do not hinder them, for the kingdom of heaven belongs to such as these." Mat. 19:14.
Our kids' ministry exists to help your children connect with Christ through knowledge of the bible. Partway through the Sunday service, K-5 students are dismissed and will have a lesson from the Gospel Project curriculum and enjoy a game and a snack. New kids can jump in in any time! We strive to provide a safe environment for children; our teachers are all church members, who teach in pairs, who have passed an FBI background check, and have been trained in child safety and reporting standards.
Please email the church office at firstname.lastname@example.com with any questions about our children's ministry.
Help at one of our food drives to keep our pantry stocked!August 22 - Monroe Stop and ShopSeptember 19 - Trumbull Stop and ShopOctober 24 - Monroe Stop and ShopNovember 14 - Trumbull Stop and Shop
Sermon Series:
Hebrews, fixing our eyes on Jesus
Click Here to Listen to Sermons


text:
Welcome To The First Christian Church
We are a Christian Community, in Pampa, TX, learning to live and grow in the love of Jesus Christ. All are welcome here for worship, fellowship, exploring faith, Jesus, God, and to partake in communion every Sunday.
We invite you to visit us to worship, pray and sing, to learn with us and to help us as we help our neighbors.
First Christian Church has been helping our fellow Pampa churches over the past few weeks to prepare for the Celebration of Hope Crusade with Evangelist Rick Gage. There are so many people right here in Pampa, Texas that are in need of Jesus and without a church home. The Crusade will be held nightly September 13 - 16 at 7:00 p.m. at Pampa High School Football Stadium.
Good Sam's Needs
Rice & Beans For The Valley
Amarillo, TX 79109.
The church office, and we will
forward it to them.


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Enter To Win
Win Tickets To See Citizen Cope At Rams Head Here
Click here to find out how you see Citizen Cope at Rams Head Live on August 14 for free.
Here's Your Chance To See Faith No More
Click here for your chance to win tickets to see Faith No More at Merriweather Post Pavilion on August 2.
Win Tickets To See Yellowcard At Rams Head Live
HFS welcomes HFStival 2004 veterans Yellowcard (with The Wonder Years and We Are The In Crowd) to Rams Head Live on Thursday, November 15th. The band still has tons of love for HFS, so they gave […]


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Police release disturbing footage of burglar caught stealing from pensioner's home as she sleeps
Margaret Woodward, 68, given award for bravery after chasing thief from her home and 'trying to break his kneecaps'
Adam Withnall
Adam Withnall writes for http://independent.co.uk
Tuesday 10 December 2013
Chilling CCTV footage has been released showing a burglar stood over a sleeping old woman as her home is raided – for the fifth time in a year.
Patrick Reid, 51, has been jailed for four years and eight months after police installed hidden cameras in the home of 68-year-old Margaret Woodward.
Ms Woodward, from Long Eaton in Derbyshire, said she was left terrified after her house was targeted so many times, and said she couldn't bring herself to watch the clips that were filmed because they made her "feel like she didn't want to live any more".
In the video, Reid can be seen rifling through Ms Woodward's belongings, opening up the handbag attached to her mobility scooter and even touching her at one point, apparently to check she is still asleep.
The footage then shows him fleeing as he trips an alarm – only to be chased by a furious Ms Woodward wielding a walking stick.
She told the Daily Mail: "It was very frightening to wake up knowing there was somebody in my house but I was determined not to let him get away."
Ms Woodward, who suffers from severe arthritis in both knees, told the newspaper she wanted to break his kneecaps so he could not escape.
Reid was caught after police installed cameras in Ms Woodward's home "I thought I'd be able to get him but he ran into my bedroom, jumped on to the bed and went straight out of the window like a gymnast tackling a hobby horse," she said.
She has since been awarded £1,500 for bravery from the High Sheriff's fund, Derbyshire Police said.
Reid was convicted for two of the five burglaries. The Crown Prosecution Service initially accused him of the other three offences too, but later dropped the charges.
Detective Constable Gill Richardson, the investigating officer in the case, said: "The CCTV footage is chilling to watch and it's particularly shocking how brazen Reid is in it, being just inches away from Margaret.
"It's something that just gets more shocking the more times you see it."
Ms Woodward chased Reid from her home with a walking stick "We install these cameras in homes where someone has been a repeat victim of crime, or where we believe the homeowner is vulnerable.
"This case shows just how valuable they are and these cameras have helped bring to justice a prolific burglar, who caused such a massive amount of distress to his victim."
Blue moon: rare cosmic event to light up the sky
Is Britain really full up? Are migrants taking our jobs? Leading academic answers the most common anti-immigration claims
What turns someone into a conspiracy theorist? Study to look at why some are more 'receptive' to such theories
Stuart Baggs dies: Apprentice star 'The Brand' found dead aged 27
Whoopi Goldberg tells Cara Delevingne to suck it up: 'She's not famous. I'M famous'
Yvette Cooper: Our choice is years of Tory rule under Jeremy Corbyn – or a return to a Labour government
Labour leadership contender Jeremy Corbyn says 'we can learn a great deal from Karl Marx'
Is Britain really full up? Are migrants taking our jobs? Leading academic answers the most common anti-immigration claims
Public anger after French sunbather beaten up by gang for wearing a bikini in Reims park
Labour leadership: New poll shows party is now even 'less electable' than under Ed Miliband
While we fixate on Calais, the Home Office is quietly deporting dozens of migrants on 'ghost flights'
- 1 Stuart Baggs dies: Apprentice star 'The Brand' found dead aged 27
- 2 Whoopi Goldberg tells Cara Delevingne to suck it up: 'She's not famous. I'M famous'
- 3 Jeremy Clarkson's Amazon Prime deal to reunite Top Gear trio thumbs nose at the BBC
- 4 Every club should be like Labour – you can't join as a new member unless you're already a member
- 5 1000 people played Foo Fighters simultaneously to try and get them to play their city


text:
somebody put a person
into flesh and bone
maybe with a dot com,
or at least a popular twitter
and the klout to prove it
and the steam
and the crowd
and everybody poses
for pictures for themselves
we're losing it
to bitcoin trades
and Japanese printed dolls
that look just like
without the person
we're not doing it
we are all stuck
to wires
and cat videos.
Until you turn away
and it's blood for miles
Can I have your tf2 hats?
Ariana Grande? No way! Here's a podcast that looks squarely at Ariana Grande and says, 'No way!'
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League of Legends has 600 characters and 11,000 skills. These are the only ones you need.
The water got bigger? my sand castle was destroyed and we had to move. Who did this?
The SA Goons guide our hero through the pages of a classic but rare Choose Your Own Adventure book!
The Something Awful front page news tackles anything both off and on the Internet. Mostly "on" though, as we're all incredible nerds.
Copyright ©2015 Rich "Lowtax" Kyanka & Something Awful LLC.


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In a ruling that has implications for other professional sports leagues, the Supreme Court decided Monday that NFL teams are individual businesses that are subject to antitrust laws when they act collectively (via the league) to limit competition. (continued)
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Lalu Yadav to undergo heart surgery
Zee Media Bureau Mumbai: Rashtriya Janata Dal (RJD) chief Lalu Yadav, who is currently under medical observation in a Mumbai hospital, is likely to undergo heart surgery, reports said on Tuesday. "Laluji is fundamentally a healthy person, as can be seen from the intense campaigning he has done. Based on the preliminary reports, we can confirm that cardiac surgery is required," said Dr. Vijay D`Silva, Medical Director, Asian Heart Institute. He further added that the date and details related to what kind of surgery is required will be finalised by the doctors after his pending medical reports are received by today evening. Meanwhile, Congress president Sonia Gandhi called up the former Bihar chief minister to ask about his health. The 66-year-old RJD leader was rushed to Mumbai`s Asian Heart Institute (AHI) yesterday for `routine` check up. He has been said to suffering from heart-related ailments, it was reported.
More from India
More from World
More from Sports
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- Watch: Passenger plane dangerously oscillates before touching runway
- Home Ministry holds high-level meet over ISIS
- Indian Army finds cow bombs near border, Maoists hand suspected?
- Yakub Memon's execution: Supreme Court Deputy Registrar quits over judgement
- Delhi's graduate beggar – The amount he earns will shock you!


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ATEN CS1782 Dual Link DVI KVM Switch - Usage ThoughtsLooking at something a little different today; Shane checks out ATENs Dual Link capable KVM.
Usage Thoughts
Setting up the device is all very self explanatory and it's really quite difficult to mess up. Once everything was plugged in and the power connected, it was time to fire up PC number one.
Within seconds, our Dell 30" little blue light turned on and showed us our boot up. Everything was looking good at this stage. Inside windows, we get some finding new devices bubbles show up and before long we're cruising around our desktop at 2560 x 1600.
With the second computer plugged in, it was time to fire up that bad boy. Wwitching the KVM over to its second source and powering up our machine, we were again greeted with that lovely blue light and boot up screen.
Everything was going along smoothly until we got into Windows. Now, I'm not a fan of admitting it, but I have a blonde moment every once and a while. This was one of them. Since like most males I'm too much of a man to read the manual, in Windows I was having no joy getting the mouse to work. The keyboard was fine, but unfortunately not the mouse.
I figured it had something to do with the USB link at the front of the KVM not being lit for source two. After about 15 minutes of going under my desk and checking that the USB was all connected and changing ports around, I found myself looking back at the KVM. Within another 5 minutes I discovered that if you press the source just quickly, the video will swap over. If you hold it down for a little longer, though, the video and the USB link will move across. Lesson learned and the CS1782 was now running like an absolute dream.
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text:
Globe Trekker
Papua New Guinea (#314)
Jonathan explores the capital of Port Moresby, infamous as a hive of crime and corruption. He safely finds his way to the local markets, where he samples local delicacies of lime, beetle and mustard. In Garoka, he attends a show staged by 30 tribes honoring the traditions of the island. He travels up the 700-mile Sepik River, takes part in a nighttime crocodile hunt and celebrates Independence Day with a boat race. In Konogogo, Jonathan goes shark hunting and hikes up a mountain near Asiki to a famous burial ground. [57 minutes]
This episode has not aired in the past few months on Iowa Public Television.
Series Description: GLOBE TREKKER transports viewers to unforgettable destinations through its stunning photography, rhythmic indigenous music and spirit of adventure. In each episode, one vibrant young traveler ventures off the beaten path to soak up the local culture, sample the cuisine and revel in breathtaking vistas. In keeping with their aim of "living as the locals do," charismatic hosts Ian Wright, Justine Shapiro, Zay Harding, Megan McCormick and others explore everything from big-city landmarks to exotic sights in remote villages.
All Upcoming Episodes
Building England II (#1414)
Queen's House in Greenwich, St. Paul's Cathedral in London and more great architecture are toured. [57 minutes]
- Tue, July 28, 11:00 PM on IPTV
Central Japan (#1415)
Kyoto's best flea market, the Kidzania theme park in Osaka and the island of Sado are explored. [56 minutes]
- Mon, August 3, 12:00 AM on IPTV
- Tue, August 4, 11:00 PM on IPTV
Globe Trekker Food Hour: Sicily (#1416)
The cultural and historical influences that define contemporary Sicilian cuisine are highlighted. [56 minutes]
- Mon, August 10, 12:00 AM on IPTV
- Tue, August 11, 11:00 PM on IPTV
Eastern Canada (#1417)
Newfoundland, Labrador, Nova Scotia, Prince Edward Island and New Brunswick are visited. [56 minutes]
- Mon, August 17, 12:00 AM on IPTV
West Texas (#1418)
Austin, El Paso, the Alamo in San Antonio and stunning Palo Duro Canyon are explored. [56 minutes]
- Mon, August 24, 12:00 AM on IPTV
- Tue, August 25, 11:00 PM on IPTV
Globe Trekker Special: Art Trails of the French Riviera (#1419)
The extraordinary art trail of the French Riviera is explored, including Arles, Aix and Vence. [56 minutes]
- Mon, August 31, 12:00 AM on IPTV
Past Episodes
These episodes of Globe Trekker aired in the last few months on Iowa Public Television.
- Building England II (#1414)
- Building England I (#1413)
- The Netherlands (#1412)
- Tough Trains: Siberia (#1407)
- Antarctica (#1406)
- Puerto Rico (#1411)
- Nigeria (#1410)
- Isolated Islands: St. Helena (#1409)
- Globe Trekker Food Hour: Deep South USA (#1408)
- Myanmar (#1405)
- South Atlantic (#1404)
- Tough Trains: Vietnam (#1403)
- Poland (#1402)
- Mumbai City Guide (#1401)
- Globe Trekker Special: Art Trails of the French Riviera (#1325)
- Around The World - Pacific Journeys: Tonga to New Caledonia (#1313)
- Globe Trekker Special: Pirates, Galleons & Treasure (#1324)
- Delhi & Rajasthan, India (#1323)
- Around The World - Pacific Journeys: Santiago to Pitcairn (#1312)
- Switzerland (#1322)
- Central America: Costa Rica & Nicaragua (#1321)
- Around The World - Panamericana: Conquistadors & Incas (#1311)
- Midwest U.S.A. (#1320)
- Honduras and El Salvador (#1319)
- Globe Trekker Special: Planet of the Apes (#1318)
- Around The World - Panamericana: Conquistadors & Aztecs (#1310)
- Globe Trekker Special: World War II (#1317)
- Globe Trekker Special: World War I (#1316)
- Around The World: Across America: Route 66 & Beyond (#1309)


text:
|By Business Wire
Article Rating:
|November 6, 2013 03:36 PM EST
Inter BEE, TOKYO, Japan – November 7, 2013 – Aspera, Inc., creators of next-generation software technologies that move the world's data at maximum speed, will showcase a complete portfolio of high-speed data transfer software and automation solutions for the broadcast and media industries, at Japan's International Broadcast Equipment Exhibition (Inter BEE) in Tokyo on November 13-15. Aspera will demonstrate its high-speed transfer solutions on the booth of its Japanese partner, CTCSP Corporation (hall 8, booth #8301).
Aspera's comprehensive portfolio of high-speed file transfer and automation software enables broadcasters and media enterprises, including Amana Group, NHK, Tokyo Broadcasting, Sony Music, Panasonic, Fujitsu and NTT, to deploy on-premise, cloud-based or hybrid infrastructures for complex media workflows. Aspera will showcase its latest innovations based on its Emmy® award-winning fasp™ high-speed transfer technology, including:
Aspera Drive – Aspera will preview high-speed synchronization from desktop to cloud with Aspera Drive, named best of IBC 2013 by TVB Europe. Completely integrated with the Aspera high-speed transfer platform, Aspera Drive offers integrated desktop and mobile browsing of remote files, drag-and-drop high-speed upload and download from cloud storage, background file synchronization, and sending and receiving of extremely large files and data sets at global distances for the ultimate secure file distribution experience.
Aspera Orchestrator – The Aspera file-based workflow automation platform has been enhanced with full failover support, integrated Active Directory and LDAP support, and multi-tenant capabilities. It also offers an expanded plug-in library for a host of leading transcoding, watermarking, quality control, antivirus, ad insertion, asset management and other solutions.
Aspera On Demand – The platform as a service (PaaS) enables media companies and content service providers to use high-speed fasp™ transport to ingest and distribute large files to and from the Amazon Web Services and Microsoft Windows Azure clouds, and integrate their platforms into media services running in the cloud.
Aspera faspex™ and Aspera Shares – Web applications and mobile clients for fast, ad-hoc file exchange enable collaborative, person-to-person workflows spanning on-premise, cloud and hybrid deployments. The faspex and Shares solutions are uniquely designed to allow media files to be securely transferred between any storage locations (on premise or in cloud) on behalf of users or project groups with privacy, security and fine-grained access control. Aspera will demonstrate sending via faspex dropboxes to Aspera Shares destinations by workgroup, full SAML integration for single sign-on, and configurable distribution lists.
Aspera Sync – The high-performance (10-100X rsync), multidirectional file replication and synchronization solution for remote collaboration and disaster recovery scenarios offers full integration with Aspera Console for global visibility and control of sync sessions across the entire network, advanced file handling options such as file-level de-duplication eliminating unnecessary transfers and reducing storage use, and added support for OSX and Solaris in addition to Windows and Linux.
faspex 4.0 – Aspera will preview faspex 4.0, a file sharing and package sending web application tier, which powers the Aspera Drive file-sharing ecosystem. A new project-based approach combines users and user groups with file and directory resources ("Shares") into project collaboration spaces.
About Aspera
Aspera is the creator of next-generation transport technologies that move the world's data at maximum speed regardless of file size, transfer distance and network conditions. Based on its patented, Emmy® award-winning fasp™ protocol, Aspera software fully utilizes existing infrastructures to deliver the fastest, most predictable file-transfer experience. Aspera's core technology delivers unprecedented control over bandwidth, complete security and uncompromising reliability. Over 2000 organizations across a variety of industries on six continents rely on Aspera software for the business-critical transport of their digital assets. Please visit www.asperasoft.com and follow us on Twitter @asperasoft for more information.
This information was brought to you by Cision http://news.cision.com
In his keynote at 16th Cloud Expo, Rodney Rogers, CEO of Virtustream, discussed the evolution of the company from inception to its recent acquisition by EMC – including personal insights, lessons learned (and some WTF moments) along the way. Learn how Virtustream's unique approach of combining the economics and elasticity of the consumer cloud model with proper performance, application automation and security into a platform became a breakout success with enterprise customers and a natural fit f...
Jul. 30, 2015 09:00 AM EDT Reads: 2,145
"We have been in business for 21 years and have been building many enterprise solutions, all IT plumbing - server, storage, interconnects," stated Alex Gorbachev, President of Intelligent Systems Services, in this SYS-CON.tv interview at 16th Cloud Expo, held June 9-11, 2015, at the Javits Center in New York City.
Jul. 30, 2015 08:30 AM EDT Reads: 1,029
With SaaS use rampant across organizations, how can IT departments track company data and maintain security? More and more departments are commissioning their own solutions and bypassing IT. A cloud environment is amorphous and powerful, allowing you to set up solutions for all of your user needs: document sharing and collaboration, mobile access, e-mail, even industry-specific applications. In his session at 16th Cloud Expo, Shawn Mills, President and a founder of Green House Data, discussed h...
Jul. 30, 2015 07:45 AM EDT Reads: 334
One of the hottest areas in cloud right now is DRaaS and related offerings. In his session at 16th Cloud Expo, Dale Levesque, Disaster Recovery Product Manager with Windstream's Cloud and Data Center Marketing team, will discuss the benefits of the cloud model, which far outweigh the traditional approach, and how enterprises need to ensure that their needs are properly being met.
Jul. 30, 2015 07:00 AM EDT Reads: 1,672
The essence of cloud computing is that all consumable IT resources are delivered as services. In his session at 15th Cloud Expo, Yung Chou, Technology Evangelist at Microsoft, demonstrated the concepts and implementations of two important cloud computing deliveries: Infrastructure as a Service (IaaS) and Platform as a Service (PaaS). He discussed from business and technical viewpoints what exactly they are, why we care, how they are different and in what ways, and the strategies for IT to tran...
Jul. 29, 2015 03:15 PM EDT Reads: 397
Discussions about cloud computing are evolving into discussions about enterprise IT in general. As enterprises increasingly migrate toward their own unique clouds, new issues such as the use of containers and microservices emerge to keep things interesting. In this Power Panel at 16th Cloud Expo, moderated by Conference Chair Roger Strukhoff, panelists addressed the state of cloud computing today, and what enterprise IT professionals need to know about how the latest topics and trends affect t...
Jul. 29, 2015 02:00 PM EDT Reads: 1,174
"Our biggest growth area has been the security services, the managed services - the things that differentiate us in the market that there is no client that's too small and there's no client that's too big," explained Paul Mazzucco, Chief Security Officer at TierPoint, in this SYS-CON.tv interview at 16th Cloud Expo, held June 9-11, 2015, at the Javits Center in New York City.
Jul. 29, 2015 02:00 PM EDT Reads: 379
SYS-CON Events announced today that HPM Networks will exhibit at the 17th International Cloud Expo®, which will take place on November 3–5, 2015, at the Santa Clara Convention Center in Santa Clara, CA. For 20 years, HPM Networks has been integrating technology solutions that solve complex business challenges. HPM Networks has designed solutions for both SMB and enterprise customers throughout the San Francisco Bay Area.
Jul. 29, 2015 01:45 PM EDT Reads: 427
"We do data integration for B2B also application to application, and we do data management and enable Big Data," explained Pat Adamiak, Vice President, Product Marketing at Liaison Technologies, in this SYS-CON.tv interview at 16th Cloud Expo, held June 9-11, 2015, at the Javits Center in New York City.
Jul. 29, 2015 12:00 PM EDT Reads: 336
The Cloud industry has moved from being more than just being able to provide infrastructure and management services on the Cloud. Enter a new era of Cloud computing where monetization's services through the Cloud are an essential piece of strategy to feed your organizations bottom-line, your revenue and Profitability. In their session at 16th Cloud Expo, Ermanno Bonifazi, CEO & Founder of Solgenia, and Ian Khan, Global Strategic Positioning & Brand Manager at Solgenia, discussed how to easily o...
Jul. 29, 2015 11:00 AM EDT Reads: 365
For IoT to grow as quickly as analyst firms' project, a lot is going to fall on developers to quickly bring applications to market. But the lack of a standard development platform threatens to slow growth and make application development more time consuming and costly, much like we've seen in the mobile space. In his session at @ThingsExpo, Mike Weiner, Product Manager of the Omega DevCloud with KORE Telematics Inc., discussed the evolving requirements for developers as IoT matures and conducte...
Jul. 29, 2015 07:30 AM EDT Reads: 283
"We've just seen a huge influx of new partners coming into our ecosystem, and partners building unique offerings on top of our API set," explained Seth Bostock, Chief Executive Officer at IndependenceIT, in this SYS-CON.tv interview at 16th Cloud Expo, held June 9-11, 2015, at the Javits Center in New York City.
Jul. 28, 2015 08:00 PM EDT Reads: 626
[slides] From Industry to Society By @JMondanaro | @ThingsExpo @MetraTech @Ericsson #IoT #M2M #InternetOfThings
It is one thing to build single industrial IoT applications, but what will it take to build the Smart Cities and truly society-changing applications of the future? The technology won't be the problem, it will be the number of parties that need to work together and be aligned in their motivation to succeed. In his session at @ThingsExpo, Jason Mondanaro, Director, Product Management at Metanga, discussed how you can plan to cooperate, partner, and form lasting all-star teams to change the world...
Jul. 28, 2015 04:30 PM EDT Reads: 1,756
[slides] Workloads and Public Cloud at @CloudExpo By @utollwi | @ProfitBricksUSA #DevOps #Containers #Microservices
Public Cloud IaaS started its life in the developer and startup communities and has grown rapidly to a $20B+ industry, but it still pales in comparison to how much is spent worldwide on IT: $3.6 trillion. In fact, there are 8.6 million data centers worldwide, the reality is many small and medium sized business have server closets and colocation footprints filled with servers and storage gear. While on-premise environment virtualization may have peaked at 75%, the Public Cloud has lagged in adop...
Jul. 28, 2015 04:00 PM EDT Reads: 2,191
SYS-CON Events announced today that Agema Systems will exhibit at the 17th International Cloud Expo®, which will take place on November 3–5, 2015, at the Santa Clara Convention Center in Santa Clara, CA. Agema Systems is the leading provider of critical white-box rack solutions to data centers through the major integrators and value added distribution channels.
Jul. 28, 2015 11:25 AM EDT Reads: 141
Converging digital disruptions is creating a major sea change - Cisco calls this the Internet of Everything (IoE). IoE is the network connection of People, Process, Data and Things, fueled by Cloud, Mobile, Social, Analytics and Security, and it represents a $19Trillion value-at-stake over the next 10 years. In her keynote at @ThingsExpo, Manjula Talreja, VP of Cisco Consulting Services, discussed IoE and the enormous opportunities it provides to public and private firms alike. She will share w...
Jul. 28, 2015 11:00 AM EDT Reads: 2,036
Growth hacking is common for startups to make unheard-of progress in building their business. Career Hacks can help Geek Girls and those who support them (yes, that's you too, Dad!) to excel in this typically male-dominated world. Get ready to learn the facts: Is there a bias against women in the tech / developer communities? Why are women 50% of the workforce, but hold only 24% of the STEM or IT positions? Some beginnings of what to do about it! In her Opening Keynote at 16th Cloud Expo, S...
Jul. 27, 2015 09:00 PM EDT Reads: 2,041
In the midst of the widespread popularity and adoption of cloud computing, it seems like everything is being offered "as a Service" these days: Infrastructure? Check. Platform? You bet. Software? Absolutely. Toaster? It's only a matter of time. With service providers positioning vastly differing offerings under a generic "cloud" umbrella, it's all too easy to get confused about what's actually being offered. In his session at 16th Cloud Expo, Kevin Hazard, Director of Digital Content for SoftL...
Jul. 27, 2015 01:00 PM EDT Reads: 1,628
Business as usual for IT is evolving into a "Make or Buy" decision on a service-by-service conversation with input from the LOBs. How does your organization move forward with cloud? In his general session at 16th Cloud Expo, Paul Maravei, Regional Sales Manager, Hybrid Cloud and Managed Services at Cisco, discusses how Cisco and its partners offer a market-leading portfolio and ecosystem of cloud infrastructure and application services that allow you to uniquely and securely combine cloud busine...
Jul. 27, 2015 08:00 AM EDT Reads: 1,898
[slides] The Secure Path to Value in the Cloud By @Windstream | @CloudExpo #IoT #API #Containers #Microservices
Even as cloud and managed services grow increasingly central to business strategy and performance, challenges remain. The biggest sticking point for companies seeking to capitalize on the cloud is data security. Keeping data safe is an issue in any computing environment, and it has been a focus since the earliest days of the cloud revolution. Understandably so: a lot can go wrong when you allow valuable information to live outside the firewall. Recent revelations about government snooping, along...
Jul. 26, 2015 03:00 PM EDT Reads: 1,894


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On 23-28 of July in Saint Petersburg, RU took place very exciting event - Baltic Classic Week 2013.
This is annually event of 3 main Baltic "sea" cities - Stockholm-Helsinki-Saint Petersburg. This video is a trailer for a full doc movie of Saint Petersburg part of this festival. Dozens of classic yachts gather for racing in water of gulf of Finland and exhibiting in a historical center of Saint Petersburg.
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What to do with the Molson brewery on Notre-Dame?7:05 Molson-Coors is examining the future of their Notre-Dame brewery. Dinu Bumbaru from Heritage Montreal hopes that the heritage value of the site is maintained. Stay Connected with CBC News Top News Headlines U.S. dentist reported to have ... CBC, 2 days ago
Montreal's Northeastern Lunch sign facing demolition
7:53 Daybreak spoke to Dinu Bumbaru, the policy director at Heritage Montreal about the Northeastern Lunch sign recently uncovered on Sainte-Catherine Street East. Stay Connected with CBC News Top News Headlines Earth, meet Pluto — ...CBC, 2 weeks ago Historic sign on old Northeastern Lunch diner will be preserved CBC, 2 weeks ago Northeastern Lunch sign reveals storied past of wartime diner CBC, 2 weeks ago
GigOptix SVP Sells $32,175.06 in Stock (GIG)
GigOptix (NYSE:GIG) SVP Raluca Dinu sold 21,594 shares of the company's stock in a transaction dated Tuesday, May 12th. The shares were sold at an average price of $1.49, for a total transaction of $32,175.06. Following the completion of the sale, ...Mideast Time, 2 months ago GigOptix (GIG) Posts Earnings Results WKRB News, 2 days ago GigOptix (GIG) Posts Quarterly Earnings Results, Beats Estimates By $0.03 EPS SleekMoney, 3 days ago GigOptix (GIG) Set to Announce Quarterly Earnings on Monday SleekMoney, 5 days ago
RKJ & JKAACL organize Dogri Mushaira in memory of Dinu Bhai Pant
Excelsior Correspondent Dignitary expressing his views during Dogri Mushaira at KL Saigal Hall on Friday. JAMMU, July 24: Radio Kashmir Jammu (RKJ) and Jammu Kashmir Academy of Art, Culture and Languages (JKAACL) today organized a Dogri ...Daily Excelsior.com, 6 days ago
Cerasela Zoica Dinu to lead biomedical engineering program at WVU
Cerasela Zoica Dinu, associate professor of chemical engineering at West Virginia University, has been appointed associate chair of the department and will lead the program in biomedical engineering. The major, which was officially launched in 2014, ...Noodls, 1 week ago
West Nile virus circulation in south-eastern Romania, 2011 to 2013
Citation style for this article: Dinu S, Cotar AI, Pănculescu-Gătej IR, Fălcuţă E, Prioteasa FL, Sîrbu A, Oprişan G, Bădescu D, Reiter P, Ceianu CS. . Euro Surveill. 2015;20(20):pii=21130. Available online: ...Eurosurveillance, 2 months ago
Roth Capital Increases GigOptix Price Target to $4.00 (GIG)
Analysts at Roth Capital raised their price objective on shares of GigOptix (NYSE:GIG) from $3.00 to $4.00 in a research report issued to clients and investors on Tuesday, MarketBeat reports. The firm currently has a buy rating on the stock. Roth ...WKRB News, 13 hours ago GigOptix Given New $4.00 Price Target at Roth Capital (GIG) SleekMoney, 1 day ago
Board of Director´s Meeting: July, 2015
Corporate Taxpayer's ID (CNPJ/MF) 58.119.199/0001-51 Corporate Registry ID (NIRE) 35.300.156.668 PUBLICLY HELD COMPANY Marcos Penteado de Ulhôa Rodrigues, 939, 14th (i) Approved the quarterly results regarding the second quarter of 2015; (ii) ...Noodls, 1 day ago Odontoprev : Board of Director´s Meeting: IOC June, 2015 4 Traders, 1 month ago
Patna HC bans Nitish from using his pictures for publicity campaign ...
Patna : The Patna High Court on Tuesday ordered an interim ban on use of pictures of Bihar Chief Minister Nitish Kumar and his ministers as well as any other publicity material in the state government's ambitious "Badh Chala Bihar" campaign. The ...IBNLive India News, 2 days ago Patna HC stays Nitish Kumar govt's publicity blitzkrieg Indian Express, 2 days ago HC clips publicity wings of Badh Chala Bihar Times of India, 2 days ago HC bans Bihar CM Nitish Kumar, other ministers' publicity in 'Badh Chala' campaign SahiOnline, 2 days ago
Fake degree scam: 3,000 teachers resign fearing action by Patna HC
Nearly 3,000 school teachers, who allegedly used forged certificates to procure jobs, have resigned in Bihar out of fear of legal action after the Patna high court refused to extend the deadline on voluntary resignation for teachers with fake degrees on Tuesday. On Tuesday, the state education department had informed the Patna high court that 3,000 school teachers have resigned so far. The court has ordered the state government to act tough against any teachers with fake degrees ...Rediff.com, 2 days ago About 3,000 schoolteachers in Bihar, who allegedly used fake degree certificates to get jobs, have resigned till date apprehending legal action India News Blast, 2 days ago Fearing legal action, 3,000 'fake' teachers quit in Bihar Manorama Online, 2 days ago 3,000 Bihar teachers quit fearing action over fake degrees Mangalorean, 2 days ago
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