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	题名	作者	年代	出处	被引量
1	Work and energy equations and the principle of generalized effective stress for unsaturated soils显示文摘	C. G.Zhao Y.Liu F. P.Gao	2010	Geomech2010，，9：	2
2	Analysis of settlement and lateral deformation of soft clay foundation beneath two full‐scale embankments显示文摘	B.Indraratna A. S.Balasubramaniam N.Sivaneswaran	1998	Int. J. Numer. Anal. Meth. Geomech1998，，9：	2
3	Formulation of three-dimensional distinct element model, Part Ⅱ, Mechanical calculation of a system composed of many polyhedral blocks 显示文摘	Hart R Cundall P A Lemos J	1988	Int J Rock Mech Min Sci & Geomech Abstr1988，25，3：	2
4	Underestimation of roughness in rough rock joints显示文摘	Eun‐SooHong Jong‐SubLee In‐MoLee	2008	Int J Numer Anal Meth Geomech2008，，11：	2
5	SANICLAY: simple anisotropic clay plasticity model显示文摘	Yannis F.Dafalias Majid T.Manzari Achilleas G.Papadimitriou	2006	Geomech2006，，12：	2
6	Coupling between progressive damage and permeability of concrete:analysis with a discrete model显示文摘	CHATZIGEORGIOU G PICANDET V KHELIDJ A	2005	Int J Numer Anal Meth Geomech2005，29，10：	1
7	Numerical modeling of coupled flow and deformation in fractured rock specimens显示文摘	BAI M	1999	International Journal for Numerical and Analytical Methods in Geomechancis1999，23，：	1
8	A simplified analysis method for piled raft foundations subjected to ground movements induced by tunneling显示文摘	KITIYODOM P MATSUMOTO T KAWAGUCHI K	2005	Int J Numer Anal Meth Geomech2005，29，15：	1
9	The effect of rock mass confinement on the bond strength of fully grouted cable bolts显示文摘	HYETT A J BAWDEN W F REICHERT R D	1992	Int J Rock Mech Min Sci Geomech bstr1992，29，：	1
10	Shear-wave velocity and Q anisotropy in rocks: a laboratory study 显示文摘	TAO Guo KING M S	1990	Rock Mech Min Sci & Geomech Abstr1990，27，5：	1
11	Suggested methods for the quantitative descrip- tion of discontinuities in rock masses 显示文摘	Barton W E	1978	Int J Rock Mech Min Sci & Geomech Abstr1978，15，6：	1
12	Reinforcing mechanism of anchors in slopes: a numerical comparison of results of LEM and FEM显示文摘	FeiCai KeizoUgai	2003	Int J Numer Anal Meth Geomech2003，，7：	1
13	A simplified analytical method for solid penetration analysis显示文摘	YANKELEVSKY D Z ADIN M A	1980	Int J Num and Anal Methods in Geomech1980，4，1：	1
14	A critical state model for sands dependent on stress and density显示文摘	YAO Y P SUN D A LUO T	2004	Int J Numer Anal Meth Geomech2004，28，4：	1
15	Stress and pore pressure changes in clay during and after the expansion of cylindrical cavity 显示文摘	CARTER J P RANDOLPH M F WROTH C P	1979	Int J for Num and Analy Meth in Geomech1979，3，2：	1
16	Mathematical Modeling of Monotonic and Cyclic Undrained Clay Behavior显示文摘	Prevost J H	1981	Int J for Numerical and Analytical Methods in Geomech1981，1，1：	1
17	Application of Precedent Type Analysis (PTA) in the Construction of Ertan Hydroelectric Station in China 显示文摘	Li S Wu X Ma F	1998	Int J Rock Mech Min Sci & Geomech1998，35，6：	1
18	The micromechanics of impact fracture of rock显示文摘	GRADY D E KIPP M E	1976	Int J Rock Mech Min Sci & Geomech Abstr1976，16，：	1
19	Shear strength of weakness planes in rock显示文摘	LAJTAI E Z	1969	IntJ Rock Mech Min Sci Geomech Abstr1969，6，7：	1
20	Modeling of joints and interfaces using the disturbed-state concept显示文摘	DESAI C S YOUZHI M	1992	Int J Numer Anal Meth Geomech1992，16，：	1

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