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Volume 34, Issue 4  Volume 34 (2007)
1.    Special Issue on Chemo-Mechanical Interaction in Geomaterials
Page 199    
Tomasz Hueckel

2.    Coupling transport of chemical species and damage of bonded geomaterials
Pages 200-215
J.A. Fernandez-Merodo, R. Castellanza, M. Mabssout, M. Pastor, R. Nova and M. Parma

3.    A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation
Pages 216-228
Sayuri Kimoto, Fusao Oka, Tomohiko Fushita and Masaya Fujiwaki

4.    A hydro-bio-mechanical model for settlement and other behaviour in landfilled waste
Pages 229-246
John McDougall

5.    Simulation of reactive materials in column and reservoir tests. Sensitivity analysis for a linear coupled model
Pages 247-253
M. Kaczmarek and K. Kazimierska-Drobny

6.  An algorithm for computing the compressive strength of heterogeneous cohesive-frictional materials – Application to cement paste
Pages 254-266
F.P. Ganneau, F.-J. Ulm, J. Gondzio and E.J. Garboczi

7.    Theory of flow and deformation of swelling porous materials at the macroscale
Pages 267-278
Lynn Schreyer-Bennethum

8.  Unsaturated poroelasticity for crystallization in pores
Pages 279-290
Olivier Coussy and Paulo Monteiro

9.    Intergranular pressure solution in chalk: a multiscale approach
Pages 291-305
D. Lydzba, S. Pietruszczak and J.F. Shao

10.  Coupled chemo-mechanics of intergranular contact: Toward a three-scale model
Pages 306-327
Liang Bo Hu and Tomasz Hueckel

Settlement analysis of piles with rectangular cross sections in multi-layered soils
Pages 563-575
D. Basu, M. Prezzi, R. Salgado, T. Chakraborty
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Computers and Geotechnics
Volume 35, Issue 4, July 2008,
Pages 563-575
能否帮下忙，谢谢。8a-8x@163.com

Volume 36, Issues 1-2, Pages 1-358 (January-March 2009)


1.  
Editorial Board
Page IFC
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2.  
A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique
Pages 1-5
Hong Zheng, Guanhua Sun, Defu Liu
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3.  
Axisymmetric finite element analysis of pile loading tests
Pages 6-19
I. Said, V. De Gennaro, R. Frank
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4.  
On the use of the generalised effective stress in the constitutive modelling of unsaturated soils
Pages 20-23
Lyesse Laloui, Mathieu Nuth
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5.  
A general theoretical solution for the consolidation of a composite foundation
Pages 24-30
Kang-He Xie, Meng-Meng Lu, An-Feng Hu, Guo-Hong Chen
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6.  
Parametric sensitivity analysis of coupled mechanical consolidation and contaminant transport through clay barriers
Pages 31-40
T.W. Lewis, P. Pivonka, S.G. Fityus, D.W. Smith
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7.  
RETRACTED: A fast common plane identification algorithm for 3D contact problem
Pages 41-51
J. Liu, Q.D. Geng, X.J. Kong
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8.  
Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load
Pages 52-60
Yuanqiang Cai, Zhigang Cao, Honglei Sun, Changjie Xu
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9.  
Discrete element modelling of drying shrinkage and cracking of soils
Pages 61-69
H. Peron, J.Y. Delenne, L. Laloui, M.S. El Youssoufi
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10.  
Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods
Pages 70-80
W.B. Wei, Y.M. Cheng, L. Li
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11.  
Critical contact stiffness concept and simulation of crack generation in particle models of large length-scales
Pages 81-92
Chongbin Zhao, B.E. Hobbs, A. Ord, Shenglin Peng
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12.  
Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage
Pages 93-101
Maosong Huang, Cang-Qin Jia
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13.  
Soil height randomness influence on seismic response: Case of an Algiers site
Pages 102-112
M. Badaoui, M.K. Berrah, A. Mebarki
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14.  
Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from the extension of the Milan underground
Pages 113-124
M. Migliazza, M. Chiorboli, G.P. Giani
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15.  
The effect of strength anisotropy on the bearing capacity of spudcan foundations
Pages 125-134
Jun Liu, Yuxia Hu
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16.  
Seismic rock slope stability charts based on limit analysis methods
Pages 135-148
A.J. Li, A.V. Lyamin, R.S. Merifield
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17.  
The concept of reference curves for constitutive modelling in soil mechanics
Pages 149-165
Dorival M. Pedroso, Daichao Sheng, Jidong Zhao
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18.  
Modeling sand response using two-surface plasticity
Pages 166-186
D. Loukidis, R. Salgado
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19.  
The at-rest earth pressure coefficient prediction using simple elasto-plastic constitutive models
Pages 187-198
Antonio Federico, Gaetano Elia, Agnese Murianni
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20.  
An approximate spring–dashpot artificial boundary for transient wave analysis of fluid-saturated porous media
Pages 199-210
Zihui Wang, Chenggang Zhao, Liang Dong
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21.  
Interpretation of strains in torsion shear tests
Pages 211-225
Poul V. Lade, Jungman Nam, Won Pyo Hong
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22.  
Axial stress–strain relation of encapsulated granular column
Pages 226-240
Cho-Sen Wu, Yung-Shan Hong, Hsien-Chin Lin
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23.  
Utilization of self-organizing map and fuzzy clustering for site characterization using piezocone data
Pages 241-248
Sarat Kumar Das, Prabir Kumar Basudhar
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24.  
FE-modeling of shear resistance degradation in granular materials during cyclic shearing under CNS condition
Pages 249-263
J. Tejchman, E. Bauer
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25.  
Discrete modelling of rock-ageing in rockfill dams
Pages 264-275
Thi-Huong Tran, Romain Vénier, Bernard Cambou
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26.  
Application of nonlinear optimization technique to back analyses of deep excavation
Pages 276-290
Yu-Geng Tang, Gordon Tung-Chin Kung
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27.  
Numerical modelling of fluid flow tests in a rock fracture with a special algorithm for contact areas
Pages 291-303
T. Koyama, B. Li, Y. Jiang, L. Jing
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28.  
Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations
Pages 304-319
Gordon Tung-Chin Kung, Chang-Yu Ou, C. Hsein Juang
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29.  
Numerical simulation of drained triaxial test using 3D discrete element modeling
Pages 320-331
N. Belheine, J.-P. Plassiard, F.-V. Donzé, F. Darve, A. Seridi
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30.  
Displacement based multiple wedge slope stability analysis
Pages 332-341
Paul F. McCombie
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Technical Communications
31.  
Seismic vertical uplift capacity of horizontal strip anchors using pseudo-dynamic approach
Pages 342-351
Priyanka Ghosh
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32.  
Axi-symmetric active earth pressure obtained by the slip line method with a general tangential stress coefficient
Pages 352-358
F.Q. Liu, J.H. Wang, L.L. Zhang
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Volume 36, Issue 3, Pages 359-530 (April 2009)  

1.  
Editorial Board
Page IFC
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2.  
Nodal-based three-dimensional discontinuous deformation analysis (3-D DDA)
Pages 359-372
S. Amir Reza Beyabanaki, Ahmad Jafari, S. Omid Reza Biabanaki, M. Ronald Yeung
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3.  
Comparison of excavation-induced wall deflection using top-down and bottom-up construction methods in Taipei silty clay
Pages 373-385
Gordon Tung-Chin Kung
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4.  
A hybrid discrete–finite element model for numerical simulation of geomaterials
Pages 386-395
Ali Fakhimi
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5.  
A stabilized finite element formulation for finite deformation elastoplasticity in geomechanics
Pages 396-405
Kaiming Xia, Arif Masud
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6.  
Analysis of pile groups in a poroelastic medium subjected to horizontal vibration
Pages 406-418
Xiang-Lian Zhou, Jian-Hua Wang
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7.  
Integral equation method for analysis of piled rafts with dissimilar piles under vertical loading
Pages 419-426
Fayun Liang, Longzhu Chen, Jie Han
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8.  
Boundary element analysis of axially loaded piles embedded in a multi-layered soil
Pages 427-434
Z.Y. Ai, J. Han
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9.  
Natural convection of compressible and incompressible gases in undeformable porous media under cold climate conditions
Pages 435-445
Marc Lebeau, Jean-Marie Konrad
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10.  
Load transfer analysis of rock-socketed drilled shafts by coupled soil resistance
Pages 446-453
Hoonil Seol, Sangseom Jeong, Yongmin Kim
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11.  
A multiphase approach to the stability analysis of reinforced earth structures accounting for a soil–strip failure condition
Pages 454-462
Thai Son Quang, Hassen Ghazi, Buhan de Patrick
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12.  
Amplitude reduction of elastic waves by a row of piles in poroelastic soil
Pages 463-473
Yuan-Qiang Cai, Guang-Ya Ding, Chang-Jie Xu
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13.  
The importance of distribution types on finite element analyses of foundation settlement
Pages 474-483
Rafael Jimenez, Nicholas Sitar
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14.  
Consolidation analysis of a semi-infinite transversely isotropic saturated soil under general time-varying loadings
Pages 484-492
Yuan-qiang Cai, Xue-yu Geng
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15.  
Drained bearing response of shallow foundations on structured soils
Pages 493-502
D.S. Liyanapathirana, J.P. Carter, D.W. Airey
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16.  
ANN-based model for predicting the bearing capacity of strip footing on multi-layered cohesive soil
Pages 503-516
Y.L. Kuo, M.B. Jaksa, A.V. Lyamin, W.S. Kaggwa
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Technical communications
17.  
A two-parameter expression for failure surfaces
Pages 517-524
Dong Su, Zhi-Liang Wang, Feng Xing
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18.  
Upper-bound multi-rigid-block solutions for bearing capacity of two-layered soils
Pages 525-529
Maosong Huang, Hui-Lai Qin
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Volume 36, Issue 4, Pages 531-690 (May 2009)  

1.  
Editorial Board
Page IFC
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2.  
On the behaviour of liquefied soil
Pages 531-536
Andrzej Sawicki, Jacek Mierczyński
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3.  
Automatic substepping integration of the subloading tij model with stress path dependent hardening
Pages 537-548
Márcio M. Farias, Dorival M. Pedroso, Teruo Nakai
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4.  
Arbitrary Lagrangian–Eulerian method for dynamic analysis of geotechnical problems
Pages 549-557
M. Nazem, J.P. Carter, D.W. Airey
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5.  
Three-dimensional numerical analysis of the keying of vertically installed plate anchors in clay
Pages 558-567
Long Yu, Jun Liu, Xian-jing Kong, Yuxia Hu
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6.  
An efficient method for packing polygonal domains with disks for 2D discrete element simulation
Pages 568-576
A.M. Zsaki
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7.  
Ionic diffusion and kinetic homogeneous chemical reactions in the pore solution of porous materials with moisture transport
Pages 577-588
B. Johannesson
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8.  
Reliability analysis of soil liquefaction based on standard penetration test
Pages 589-596
Sanjay K. Jha, Kiichi Suzuki
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9.  
Fabric evolution in a numerical direct shear test
Pages 597-603
W.M. Yan
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10.  
Simulation-based calibration of geotechnical parameters using parallel hybrid moving boundary particle swarm optimization
Pages 604-615
Y. Zhang, D. Gallipoli, C.E. Augarde
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11.  
Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms
Pages 616-625
H. Ardalan, A. Eslami, N. Nariman-Zadeh
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12.  
Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in Boom Clay
Pages 626-640
Bertrand François, Lyesse Laloui, Clément Laurent
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13.  
Analysis of water seepage in a pavement system using the particulate approach
Pages 641-654
Kalyani Jeyisanker, Manjriker Gunaratne
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Technical communications
14.  
Capability of constitutive models to simulate soils with different OCR using a single set of parameters
Pages 655-664
Václav Hájek, David Mašín, Jan Boháč
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15.  
A case study on the behaviour of a deep excavation in sand
Pages 665-675
Bin-Chen Benson Hsiung
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16.  
Finite element modeling of the consolidation behavior of multi-column supported road embankment
Pages 676-685
Sari W. Abusharar, Jun-Jie Zheng, Bao-Guo Chen
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Discussion
17.  
Discussion of “A simple mathematical model for soil nail and soil interaction analysis” by Wan-Huan Zhou and Jian-Hua Yin [Computers and Geotechnics 35 (2008) 479–488]
Pages 686-687
Feng-Tao Liu, You-Hua Fan, Shu-Wen Jiang
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18.  
Reply to “Discussion of a simple mathematical model for soil nail and soil interaction analysis” Computers and Geotechnics 35 (2008) 479–488
Page 688
Wan-Huan Zhou, Jian-Hua Yin
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Corrigendum
19.  
Corrigendum to “Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods” [W.B. Wei, Y.M. Cheng, L. Li, Comput. Geotech. 36 (2009) 70–80]
Page 689
W.B. Wei, Y.M. Cheng, L. Li
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Volume 36, Issue 5, Pages 691-916 (June 2009)  

1.  
Editorial Board
Page IFC
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2.  
A numerical investigation of rock pillar failure mechanism in underground openings
Pages 691-697
A. Mortazavi, F.P. Hassani, M. Shabani
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3.  
Adaptive integration of constitutive rate equations
Pages 698-708
Wolfgang Fellin, Markus Mittendorfer, Alexander Ostermann
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4.  
Coupling between finite and discrete element methods for the modelling of earth structures reinforced by geosynthetic
Pages 709-717
P. Villard, B. Chevalier, B. Le Hello, G. Combe
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5.  
Nonlinear analysis of laterally loaded rigid piles in cohesionless soil
Pages 718-724
Lianyang Zhang
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6.  
Behavior of monopile foundations under cyclic lateral load
Pages 725-735
Martin Achmus, Yu-Shu Kuo, Khalid Abdel-Rahman
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7.  
A 4th order fabric tensor approach applied to granular media
Pages 736-742
O. Millet, Shuitao Gu, D. Kondo
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8.  
Linear and nonlinear vibration of non-uniform beams on two-parameter foundations using p-elements
Pages 743-750
B. Zhu, A.Y.T. Leung
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9.  
Sedimentation–consolidation modeling with an interaction coefficient
Pages 751-761
S. Jeeravipoolvarn, R.J. Chalaturnyk, J.D. Scott
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10.  
Numerical modeling of soil–structure interface of a concrete-faced rockfill dam
Pages 762-772
Ga Zhang, Jian-Min Zhang
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11.  
Scattering of a plane wave by a lined cylindrical cavity in a poroelastic half-plane
Pages 773-786
Ling-Fa Jiang, Xiang-Lian Zhou, Jian-Hua Wang
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12.  
Probabilistic stability analyses of slopes using the ANN-based response surface
Pages 787-797
Sung Eun Cho
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13.  
Modelling of rutting of two flexible pavements with the shakedown theory and the finite element method
Pages 798-809
Cyrille Chazallon, Georg Koval, Pierre Hornych, Fatima Allou, Saida Mouhoubi
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14.  
Trees, soil moisture and foundation movements
Pages 810-818
V. Navarro, M. Candel, A. Yustres, J. Sánchez, J. Alonso
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15.  
Pile foundation analysis and design using experimental data and 3-D numerical analysis
Pages 819-836
Emilios M. Comodromos, Mello C. Papadopoulou, Ioannis K. Rentzeperis
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16.  
Numerical modelling of soil nails in loose fill slope under surcharge loading
Pages 837-850
Y.D. Zhou, C.Y. Cheuk, L.G. Tham
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17.  
Arbitrary Lagrangian Eulerian based finite element analysis of cone penetration in soft clay
Pages 851-860
D.S. Liyanapathirana
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18.  
The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses
Pages 861-870
Xiao-Ping Zhou, Hai-Qing Yang, Yong-Xing Zhang, Mao-Hong Yu
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19.  
Bearing capacity of strip and circular footings in sand using finite elements
Pages 871-879
D. Loukidis, R. Salgado
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20.  
Effects of tunnelling on existing support systems of perpendicularly crossing tunnels
Pages 880-894
H.Y. Liu, J.C. Small, J.P. Carter, D.J. Williams
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Technical Communications
21.  
Numerical modeling of reservoirs or pipes in groundwater seepage
Pages 895-901
Robert P. Chapuis
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22.  
Parametric studies of DDC-induced deflections of sheet pile walls in soft soils
Pages 902-910
Yong Tan, Ye Lu
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Discussion
23.  
Comments on “Flow rule effects in the Tresca model” by H.A. Taiebat and J.P. Carter [Computers and Geotechnics 35 (2008) 500–503]
Pages 911-913
Lars Andersen, Johan Clausen
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24.  
Reply to ‘Comments on “Flow rule effects in the Tresca model” by H.A. Taiebat and J.P. Carter [Computers and Geotechnics 35 (2008) 500–503] by L. Andersen and J. Clausen’
Page 914
H.A. Taiebat, J.P. Carter
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Retraction
25.  
Retraction to: A fast common plane identification algorithm for 3D contact problem [Comput Geotech 2009;36:41—51]
Page 915
J. Liu, Q.D. Geng, X.J. Kong
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Volume 36, Issue 6, Pages 917-1100 (July 2009)  

1.  
Editorial Board
Page IFC
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2.  
Discrete element modelling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum
Pages 917-927
Orianne Jenck, Daniel Dias, Richard Kastner
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3.  
Rocking vibration of a rigid strip footing on saturated soil
Pages 928-933
X.H. Ma, Y.M. Cheng, S.K. Au, Y.Q. Cai, C.J. Xu
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4.  
Feedback mechanisms in chemo-mechanical multi-scale modeling of soil and sediment compaction
Pages 934-943
Tomasz Hueckel, Liang Bo Hu
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5.  
Modifications of resonant column and torsional shear device for the large strain
Pages 944-952
Yoon-Shin Bae, James A. Bay
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6.  
Potential particles: a method for modelling non-circular particles in DEM
Pages 953-959
G.T. Houlsby
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7.  
A hierarchical single yield surface for frictional materials
Pages 960-967
G. Mortara
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8.  
Vertical ground motion analysis for submerged pore-elastic media with random void ratios
Pages 968-976
Chun-Hsien Wu, Jeen-Hwa Wang
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9.  
Deformation analysis of geocell reinforcement using Winkler model
Pages 977-983
Ling Zhang, Minghua Zhao, Xiaowei Zou, Heng Zhao
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10.  
Swarm intelligence-based solver for parameter estimation of laboratory through-diffusion transport of contaminants
Pages 984-992
Tadikonda Venkata Bharat, Puvvadi V. Sivapullaiah, Mehter M. Allam
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11.  
On accuracy of prediction of pre-failure deformations of granular soils
Pages 993-999
Andrzej Sawicki, Włodzimierz Chybicki
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12.  
Estimation of bearing capacity for multiple footings in sand
Pages 1000-1008
Junhwan Lee, Jongwan Eun
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13.  
Analysis of tetrahedral and pentahedral key blocks in underground excavations
Pages 1009-1023
A. Menéndez-Díaz, C. González-Palacio, A.E. Álvarez-Vigil, C. González-Nicieza, P. Ramírez-Oyanguren
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14.  
Simulation of the progressive failure of an embankment on soft soil
Pages 1024-1038
Jinchun Chai, John P. Carter
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15.  
Modeling of a semi-real injection test in sand
Pages 1039-1048
O. Chupin, N. Saiyouri, P.-Y. Hicher
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16.  
Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay
Pages 1049-1057
Emilio Bilotta, Sarah E. Stallebrass
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17.  
Multi-scale modelling of the permeability evolution of fine sands during cement suspension grouting with filtration
Pages 1058-1071
Fatiha Bouchelaghem
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18.  
Numerical modeling of vertical drains with advanced constitutive models
Pages 1072-1083
Abdulazim Yildiz
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Technical Communications
19.  
Vertical uplift capacity of two interfering horizontal anchors in sand using an upper bound limit analysis
Pages 1084-1089
K.M. Kouzer, Jyant Kumar
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20.  
An embedded bond-slip model for finite element modelling of soil–nail interaction
Pages 1090-1097
Y.D. Zhou, C.Y. Cheuk, L.G. Tham
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Discussion
21.  
Comments on “Unsaturated soils: From constitutive modelling to numerical algorithms” by Daichao Sheng, Antonio Gens, Delwyn G. Fredlund and Scott W. Sloan, [Computers and Geotechnics 35(6) (2008) 810–824]
Pages 1098-1099
Jingshuang Li, Yichuan Xing, Yujing Hou
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22.  
Reply to Comments on “Unsaturated soils: From constitutive modelling to numerical algorithms” by Daichao Sheng, Antonio Gens, Delwyn G. Fredlund and Scott W. Sloan [Computers and Geotechnics 35(6) (2008) 810–824] by Jingshuang Li, Yichuan Xing and Yujing Hou
Page 1100
Daichao Sheng, Antonio Gens, Delwyn G. Fredlund, Scott W. Sloan
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如何向这个刊物投稿啊，急问啊

Volume 36, Issue 7, Pages 1101-1258 (September 2009)  ◄ Previous vol/iss    Next vol/iss ►  
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                   Open All Previews articles 1 - 17

1.  
Editorial Board
Page IFC
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2.  
Buckling analysis of 3D layered structures using a Cosserat continuum approach
Pages 1101-1112
A. Riahi, J.H. Curran, H. Bidhendi
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3.  
Friction effect on stresses in ensiled granular media
Pages 1113-1124
Jamila Rahmoun, Olivier Millet, Jérôme Fortin
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4.  
Prediction of pile settlement using artificial neural networks based on standard penetration test data
Pages 1125-1133
F. Pooya Nejad, Mark B. Jaksa, M. Kakhi, Bryan A. McCabe
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5.  
Load–settlement behavior of rock-socketed drilled shafts using Osterberg-Cell tests
Pages 1134-1141
Hoonil Seol, Sangseom Jeong
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6.  
A numerical modeling approach for assessment of progressive caving of strata and performance of hydraulic powered support in longwall workings
Pages 1142-1156
G.S.P. Singh, U.K. Singh
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7.  
Sensitivity analysis on a multilayer perceptron model for recognizing liquefaction cases
Pages 1157-1163
Chung-Jung Lee, Ta-Kang Hsiung
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8.  
Numerical analysis of passive pile groups in offshore soft deposits
Pages 1164-1175
Sangseom Jeong, Donghee Seo, Youngho Kim
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9.  
Strength reduction analysis for slope reinforced with one row of piles
Pages 1176-1185
W.B. Wei, Y.M. Cheng
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10.  
Stochastic analysis of free surface flow through earth dams
Pages 1186-1190
Ashraf A. Ahmed
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11.  
Behavior of single rammed aggregate piers considering installation effects
Pages 1191-1199
Jian-Feng Chen, Jie Han, Sadik Oztoprak, Xiao-Ming Yang
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12.  
Upscaling of Navier–Stokes equations in porous media: Theoretical, numerical and experimental approach
Pages 1200-1206
Guillermo A. Narsilio, Olivier Buzzi, Stephen Fityus, Tae Sup Yun, David W. Smith
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13.  
Modeling the heat development in hydrating CPB structures
Pages 1207-1218
Othman Nasir, Mamadou Fall
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14.  
A constitutive model for sand based on non-linear elasticity and the state parameter
Pages 1219-1228
D.A. Cameron, J.P. Carter
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Technical Communications
15.  
Seismic active earth pressure on walls with bilinear backface using pseudo-dynamic approach
Pages 1229-1236
Sreevalsa Kolathayar, Priyanka Ghosh
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16.  
On the modeling of the state dependency of granular soils
Pages 1237-1245
Ali Lashkari
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17.  
Numerical analysis of slope stability based on the gravity increase method
Pages 1246-1258
L.C. Li, C.A. Tang, W.C. Zhu, Z.Z. Liang
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执子之手2009: 你好,我想向你索要一下下面几篇千篇文献(Volume 36, Issue 7, Pages 1101-1258 (September 2009))的COPY:
1.Load–settlement behavior of rock-socketed drilled shafts using Osterberg-Cell tests
2.A constitutive model for sand based on non-linear elasticity and the state parameter
3.On the modeling of the state dependency of granular soils
4.Seismic active earth pressure on walls with bilinear backface using pseudo-dynamic approach
5. Numerical analysis of slope stability based on the gravity increase method
6.Behavior of single rammed aggregate piers considering installation effects
7.Strength reduction analysis for slope reinforced with one row of piles
8.Numerical analysis of passive pile groups in offshore soft deposits
9. A numerical modeling approach for assessment of progressive caving of strata and performance of hydraulic powered support in longwall workings
不知能否满足?
谢谢.
祝工作顺利.
我的信箱是:zongqb@tom.com