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	题名	作者	年代	出处	被引量
1	The steady state of deformation显示文摘	Poulos S J	1981	J of Geotechnical Engineering ASCE1981，107，5：	1
2	Large diameter double underreamed drilled shafts 显示文摘	Martin R E DeStephen R A	1983	J Geotechnical Engineering ASCE1983，109，8：	1
3	Linear representation of steady-state line for sand显示文摘	Li X S Wang Y	1998	J of Geotechnical and Geoenvironmental Engineering ASCE1998，124，12：	1
4	Soil liquefacation and cyclic mobility evolution for level ground during earthquakes 显示文摘	Seed H B	1979	J of the Geotechnical Engineering Division ASCE1979，105，2：	1
5	Liquefacation and cylic mobility of saturated sands显示文摘	Castro G	1975	J of the Geotechnical Engineering Division ASCE1975，101，6：	1
6	Ground response during pile driving显示文摘	in-Hung Hwang Neng Liang Cheng-Hsing Chen	2001	Journal of geotechnical and geoenvironmental engineering[J]2001，，：	1
7	Liquefacation evaluation procedure 显示文摘	Poulos S J Castro G France J W	1985	J of the Geotechnical Engineering Division ASCE1985，111，6：	1
8	State of the art:limint equilibrium and finite-element analysis of slopes显示文摘	Duncan J M	1996	J of Geotechnical Engineering1996，122，7：	1
9	Linear representation of steady-state line for sand显示文摘	LI X S WANG Y	1998	J of Geotechnical and Geoenvironmental Engineering ASCE1998，124，12：	1
10	Centrifuge modeling of LNAPL transport in partially saturated sand显示文摘	Esposito G Allersma H G B Selvadurai A P S	1999	J Geotechnical and Geoenvironmental Engineering ASCE1999，125，12：	1
11	A unique critical state for sand显示文摘	Finno R J Viggiani M G	1998	J of Geotechnical and Geoenvironmental Engineering ASCE1998，124，11：	1
12	Electro-osmotic consolidation of soils显示文摘	WAN T Y MITCHELL J K	1976	J of the Geotechnical Engineering Division1976，，5：	1
13	Shear strear-strain curve generation from simple material parameters显示文摘	Prevost J H Catherine M K	1967	J Geotechnical Engineering1967，34，3：	1
14	State of the art:limit equilibrium and finiteelement alnalysis of slopes显示文摘		1996	J of Geotechnical Engineering1996，122，7：	1
15	Generalised state parameter for partly saturated soils显示文摘	PANDIAN N S NAGARAJ T S SIVA KUMAR BABU G L	1992	J Geotechnical Engineering ASCE1992，118，4：	1
16	State of the art: limit equilibrium and finite-element alnalysis ofslopes显示文摘	Duncan J M	1996	J of Geotechnical Engineering1996，122，7：	1
17	Liquefaction evaluation procedure显示文摘	POULOS S J	1985	J Geotechnical Engineering Division ASCE1985，，6：	1
18	State of the art : limit dquilibrium and finite- element alnalysis of slopes 显示文摘	Duncan J M	1996	J of Geotechnical Engineering1996，122，7：	1
19	Numerical prediction of rock fracturing during the process of excavation 显示文摘	Zhou Z T Zhu Z M Jin X	2010	Int J of Geotechnical Earthquake Engineering2010，1，2：	1
20	Effects of straining on shear modulus of clay显示文摘	Anderson D G	1976	J of Geotechnical Engineering ASCE1976，102，9：	1

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