000			01975cam a2200277Ii 4500
003			CY-PaNEU
005			20240724114612.0
006			a|||||r|||||||||||
008			010321s2016 fluad b 001 0 eng d
020			_a9780367873400
040			_aYDXCP _beng _erda _cYDXCP _dESU _dPIT _dCDX _dOCLCF _dCY-PaNEU _dUtOrBLW
050		4	_aTA710 _b.J44 2016
100	1		_aJefferies, Mike, _d1952- _913632
245	1	0	_aSoil liquefaction : _ba critical state approach / _cMike Jeffries, Golder Associates (UK), Canada; Ken Been, Golder Associates, Houston, USA
250			_a2nd ed.
264		1	_aBoca Raton, Fla. : _bCRC Press, _c2016.
300			_axxi, 690 p. : _bill. , charts ; _c27 cm.
490	1		_aApplied geotechnics series
504			_aIncludes bibliographical references and index.
520			_a"Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." -- _cfrom publisher
650		7	_aSoil liquefaction _2 _913633
650		0	_aSoil mechanics _97401
700	1		_aBeen, Ken _913634
830			_aApplied geotechnics _913635
942			_cTB
999			_c6394 _d6394