000			03309cam a2200421 i 4500
003			OCoLC
005			20221102190144.0
007			co |g|||||||||
008			050927t20121996nyua b 000 0 eng d
020			_a9781259061035 _qpbk
020			_a9780071780810 _qCD-ROM
035			_a(OCoLC)61713348
040			_aOI@ _beng _cOI@ _dYDXCP _dAU@ _dSNU _dMYPMP _dOCLCF _dOCLCO _dOCLCQ _dMYPER _dATU
050	1	4	_aTA775 _b.B63 1997
082	0	4	_a624.15 _223
100	1		_aBowles, Joseph E., _eauthor. _9864869
245	1	0	_aFoundation analysis and design / _cJoseph E. Bowles.
250			_aFifth edition.
250			_aIndian edition.
264			_aNew Delhi : _bMcGraw-Hill Education (India) Private Limited, _c2012.
264		4	_c©1996
300			_axxiii, 1175 pages : _billustrations ; _c24 cm + _e1 computer disc (12 cm)
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
504			_aIncludes bibliographical references (pages 1144-1164) and indexes.
505	0		_aIntroduction -- Geotechnical and index properties: laboratory testing, settlement and strength correlations -- Exploration, sampling, and in situ soil measurements -- Bearing capacity of foundations -- Foundation settlements -- Improving site soils for foundation use -- Factors to consider in foundation design -- Spread footing design -- Special footings and beams on elastic foundations -- Mat foundations -- Lateral earth pressure -- Mechanically stabilized earth and concrete retaining walls -- Sheet-pile walls: cantilevered and achored -- Walls for excavations -- Cellular cofferdams -- Single piles -- static capacity and lateral loads; pile/pole buckling -- Single piles: dynamic analysis, load test -- Pile foundations: groups -- Drilled piers or caissons -- Design of foundations for vibration controls
520			_aThe revision of this text for a junior/senior course in foundation analysis and design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis, and procedures for an improved anlysis of lateral piles. Bearing capacity analysis has been substantially revised for footings with horizontal as well as vertical loads. Footing design for overturning now incorporates the use of the same uniform linear pressure concept used in ascertaining the bearing capacity. Increased emphasis is placed on geotextiles for retaining walls and soil nailing. -- Cover.
538			_aSystem requirements for accompanying computer disk: Any IBM or compatible system that uses PC-DOS or MS-DOS.
650		0	_aFoundations. _9318129
650		0	_aSoil mechanics. _9324254
907			_a.b19739345 _b06-09-21 _c23-01-17
942			_cB
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998			_ab _ac _b23-01-17 _cm _da _feng _gnyu _h0
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