| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A fully coupled fracture equivalent continuum-dual porosity model for hydro-mechanical process in fractured shale gas reservoirs
|
Liu, Jia
|
|
2019
|
106 |
C |
p. 143-160
|
artikel
|
| 2 |
A hybrid MPI/OpenMP parallel computing model for spherical discontinuous deformation analysis
|
Jiao, Yu-Yong
|
|
2019
|
106 |
C |
p. 217-227
|
artikel
|
| 3 |
A macro-element model for multidirectional cyclic lateral loading of monopiles in clay
|
Page, Ana M.
|
|
2019
|
106 |
C |
p. 314-326
|
artikel
|
| 4 |
Analytical investigation of tunnel deformation caused by circular foundation pit excavation
|
Sun, Huasheng
|
|
2019
|
106 |
C |
p. 193-198
|
artikel
|
| 5 |
A novel cushioned piled raft foundation to protect buildings subjected to normal fault rupture
|
Rasouli, Habib
|
|
2019
|
106 |
C |
p. 228-248
|
artikel
|
| 6 |
A novel hydro-mechanical coupled analysis for the fractured vuggy carbonate reservoirs
|
Zhang, F.
|
|
2019
|
106 |
C |
p. 68-82
|
artikel
|
| 7 |
A simplified procedure for the interaction between fully-grouted bolts and rock mass for circular tunnels
|
Cui, Lan
|
|
2019
|
106 |
C |
p. 177-192
|
artikel
|
| 8 |
Can degree of saturation decrease during constant suction compression of an unsaturated soil?
|
Pasha, Amin Y.
|
|
2019
|
106 |
C |
p. 199-204
|
artikel
|
| 9 |
Development of an explicit smoothed particle finite element method for geotechnical applications
|
Yuan, Wei-Hai
|
|
2019
|
106 |
C |
p. 42-51
|
artikel
|
| 10 |
DISCUSSION: A smooth hyperbolic approximation to the generalised Classical yield function, including a true inner rounding of the Mohr-Coulomb deviatoric section by Alexander M. Lester and Scott W. Sloan
|
Panteghini, Andrea
|
|
2019
|
106 |
C |
p. 347-349
|
artikel
|
| 11 |
Editorial Board
|
|
|
2019
|
106 |
C |
p. ii
|
artikel
|
| 12 |
Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories
|
Zhang, Wengang
|
|
2019
|
106 |
C |
p. 286-295
|
artikel
|
| 13 |
Exploring the effects of particle shape and content of fines on the shear behavior of sand-fines mixtures via the DEM
|
Gong, Jian
|
|
2019
|
106 |
C |
p. 161-176
|
artikel
|
| 14 |
Generalized Interpolation Material Point Method modelling of large deformation problems including strain-rate effects – Application to penetration and progressive failure problems
|
Tran, Quoc-Anh
|
|
2019
|
106 |
C |
p. 249-265
|
artikel
|
| 15 |
Horizontal vibration of a cylindrical rigid foundation embedded in poroelastic half-space
|
Zheng, Changjie
|
|
2019
|
106 |
C |
p. 296-303
|
artikel
|
| 16 |
Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation
|
Shi, Jiangwei
|
|
2019
|
106 |
C |
p. 108-116
|
artikel
|
| 17 |
Load displacement analysis of a single pile in an unsaturated expansive soil
|
Liu, Yunlong
|
|
2019
|
106 |
C |
p. 83-98
|
artikel
|
| 18 |
Modeling the shear response of granular materials with discrete element assemblages of sphere-clusters
|
Garcia, Fernando E.
|
|
2019
|
106 |
C |
p. 99-107
|
artikel
|
| 19 |
Numerical investigation on the shear behavior of jointed coal mass
|
Wang, Xiaoqing
|
|
2019
|
106 |
C |
p. 274-285
|
artikel
|
| 20 |
Numerical simulation of strainbursts using a novel initiation method
|
Gao, Fuqiang
|
|
2019
|
106 |
C |
p. 117-127
|
artikel
|
| 21 |
Numerical simulation of XCC pile penetration in undrained clay
|
Zhou, Hang
|
|
2019
|
106 |
C |
p. 18-41
|
artikel
|
| 22 |
Parallel computing of three-dimensional discontinuous deformation analysis based on OpenMP
|
Peng, Xinyan
|
|
2019
|
106 |
C |
p. 304-313
|
artikel
|
| 23 |
Poroelastodynamic fundamental solutions of transversely isotropic half-plane
|
Keawsawasvong, Suraparb
|
|
2019
|
106 |
C |
p. 52-67
|
artikel
|
| 24 |
Probabilistic analysis of an offshore monopile foundation taking into account the soil spatial variability
|
El Haj, Abdul-Kader
|
|
2019
|
106 |
C |
p. 205-216
|
artikel
|
| 25 |
Reply to Discussion “Upper and lower bound solutions for pressure-controlled cylindrical and spherical cavity expansion in semi-infinite soil”, Computers and Geotechnics, Vol. 103 (2018), pp. 93–102. Hang Zhou, Hanlong Liu, Feng Yin, Jian Chu
|
Massinas, S.
|
|
2019
|
106 |
C |
p. 345-346
|
artikel
|
| 26 |
Response to discussion on “A smooth hyperbolic approximation to the Generalised Classical yield function, including a true inner rounding of the Mohr-Coulomb deviatoric section”
|
Lester, Alexander M.
|
|
2019
|
106 |
C |
p. 350
|
artikel
|
| 27 |
Response to the discussion on “Conditional random field reliability analysis of a cohesion–frictional Slope” by A. Johari and A. Gholampour
|
Liu, Lei-Lei
|
|
2019
|
106 |
C |
p. 351-354
|
artikel
|
| 28 |
Stress transform method to undrained and drained expansion of a cylindrical cavity in anisotropic modified cam-clay soils
|
Chen, Haohua
|
|
2019
|
106 |
C |
p. 128-142
|
artikel
|
| 29 |
Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming
|
Ukritchon, Boonchai
|
|
2019
|
106 |
C |
p. 327-344
|
artikel
|
| 30 |
Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models
|
Zou, Jinfeng
|
|
2019
|
106 |
C |
p. 1-17
|
artikel
|
| 31 |
Ultimate bearing capacity of strip footings on sand overlying clay under inclined loading
|
Zheng, Gang
|
|
2019
|
106 |
C |
p. 266-273
|
artikel
|
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