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	题名	作者	年代	出处	被引量
1	Advances in Modeling Hysteretic Wa-ter Retention Curve in Deformable Soils显示文摘	NUTH M LALOUI L	2008	Computers &Geotechics2008，35，6：	1
2	Rationality of load transfer approach for pile analysis显示文摘	WEI D G RANDOLPH M F	1998	Computers and Geotechics1998，34，2：	1
3	Reliability analysis of slopes using fuzzy sets theory显示文摘	Venkatachalam G	2000	Computers and Geotechics2000，27，2：	1
4	Modelling and visualizing multiple spatial uncertainties显示文摘	Keller C P	1997	Computers and Geotechics1997，23，4：	1
5	A bridging scale method for granular materials with discrete particle assembly-Cosserat continuum modeling 显示文摘	Li X K Wan K	2011	Comput Geotech2011，38，8：	1
6	A simplified homogenisation method for composite soils显示文摘	Wang JG Leungb CF Ichikawac Y	2002	Comput Geotech2002，29，6：	1
7	Modeling coupled THM processes of geological porous media with multiphase flow: theory and validation against laboratory and field scale experiments显示文摘	CHEN Y F ZHOU C B JING L	2009	Comput Geotech2009，36，8：	1
8	Reliability analysis of slopes using fuzzy sets theory 显示文摘	Dodagoudar G R Venkatachalam G	2000	Comput Geotech2000，，27：	1
9	Modeling coupled THM processes of geological porous media with multiphase flow: theory and validation against laboratory and field scale experiments 显示文摘	Chen Y F Zhou C B Jing L R	2009	Comput Geotech2009，36，8：	1
10	Modelling fluidflow through a single fracture with different contacts using cellular automata显示文摘	Pan P Z Feng X T Xu D P	2011	Computers and Geotech nics2011，38，8：	1
11	Thermo-plasticity of clays: an isotropic yield mechanism 显示文摘	Laloui L Cekerevac C	2003	Comput Geotech2003，30，8：	1
12	Numerical assessment of axial pile group response based on load test 显示文摘	COMODROMOS E ANAGNOSTOPOULOS C GEORGIADIS M	2003	Comput Geotech2003，30，6：	1
13	Rationality of load transfer approach for pile analysis 显示文摘	RANDOLPH M F DONGGUO W	1998	Computes and Geotech1998，23，6：	1
14	A two - parameter expression for failure surfaces 显示文摘	DONG SU ZHI - LIANG WANG FENG XING	2008	Comput Geotech2008，，：	1
15	Exact formulation of interface stiffness matrix for axi-symemetric bodies under noaxi -symmetric loading显示文摘	BOUZID D A TILIOUINE B	2004	Comput Geotech2004，31，2：	1
16	Numerical analysis of composite piled raft with cushion subjected to vertical load显示文摘	LIANG F Y CHEN L Z SHI X G	2003	Comput Geotech2003，30，6：	1
17	Three-dimensional nonlinear finite element modeling of compositefoundation formed by CFG-lime piles显示文摘	ZHENG J J ABUSHARAR S W WANG X Z	2008	Comput Geotech2008，35，4：	1
18	Finite element modeling of the consolidation behavior of mult-icolumnsupported road embankment显示文摘	ABUSHARAR S W ZHENG J J CHEN B G	2009	Comput Geotech2009，36，4：	1
19	Numerical simulation of idealized granular assemblies with plane elliptical particles 显示文摘	Rothenburg L Bethurst R J	1991	Compute Geotech1991，11，：	1
20	Yield surfaces and plastic potentials of cemented granular materials from discrete element simulations显示文摘	Nicolas Estrada Alfredo Taboada	2013	Computers Geotech2013，49，：	1

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