000			02376cam a2200325 i 4500
999			_c6859 _d6859
001			14450478
005			20230604130042.0
008			060713s2007 njuab b 001 0 eng
010			_a 2006049454
020			_a0131145606
020			_a9780131145603
040			_aDLC _cDLC _dBAKER _dC#P _dYDXCP _dOCLCQ _dDLC _erda
050	0	0	_aTA710 _b.M3853 2007
082	0	0	_a624.15136 _222 _bM.D.E
100	1		_aMcCarthy, David F. _eauthor
245	1	0	_aEssentials of soil mechanics and foundations : _bbasic geotechnics / _cDavid F. McCarthy.
250			_a7th edition
264		1	_aUpper Saddle River, N.J. : _bPearson/Prentice Hall, _c[2007]
300			_axiii, 850 pages: _billustrations, map ; _c25 cm
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
338			_2rdacarrier _avolume
504			_aIncludes bibliographical references (pages 813-830) and index.
505	0		_aPart I: Background and basics -- The soil and rock of planet Earth: geologic overview -- Soil types and soil structures -- Soil composition: terminology and definitions -- Index properties and classification tests, and soil classification systems -- Sites investigations: purpose and methods, information and procedures available -- Part II: Engineering properties and behavior of soil deposits -- Movement of water through soil: basic hydrogeology, subsurface flow, permeability, capillarity -- Movement of water through soil: practical effects: seepage, drainage, frost heave, contamination -- Combined stresses in soil masses: stress at a point and Mohr's circle -- Subsurface stresses -- Settlement: soil compression, volume distortion, consolidation -- Shear strength theory -- Earthquakes and the effects -- Part III: Application of soil mechanics theories -- Foundations: introductory concepts -- Foundations: design considerations and methods -- Site improvement: earth moving, compaction, and stabilization -- Stability of unsupported slopes -- Lateral pressures and retaining structures -- Appendix A: Application of LaPlace equation of flow nets -- Appendix B: Laboratory procedure to determine the coefficient of consolidation -- Appendix C: Mathematical development of the Bishop equation for slope stability.
650		0	_aSoil mechanics
650		0	_aFoundations.
942			_cBK _2ddc