nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A bonding and damage constitutive model for lightly cemented granular material
|
Doherty, James P. |
|
|
127 |
C |
p. |
artikel |
2 |
Advances in the modeling of the soil–water characteristic curve using pore-scale analysis
|
Alves, Roberto D. |
|
|
127 |
C |
p. |
artikel |
3 |
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock
|
Zhang, Xiao-Ping |
|
|
127 |
C |
p. |
artikel |
4 |
An enhanced bounding surface plasticity model for soft rock subjected to drained and undrained condition
|
Kang, Xiaosen |
|
|
127 |
C |
p. |
artikel |
5 |
Application of a state-dependent sand model in simulating the cone penetration tests
|
Chen, Zhouquan |
|
|
127 |
C |
p. |
artikel |
6 |
A unified critical state constitutive model for cyclic behavior of silty sands
|
Wei, Xiao |
|
|
127 |
C |
p. |
artikel |
7 |
Characterizing stress variability within granular samples upon liquefaction
|
Huang, Xin |
|
|
127 |
C |
p. |
artikel |
8 |
Comparative study of conditional methods in slope reliability evaluation
|
Huang, L. |
|
|
127 |
C |
p. |
artikel |
9 |
Copula-based simulating and analyzing methods of rock mass fractures
|
Han, Shuai |
|
|
127 |
C |
p. |
artikel |
10 |
Editorial Board
|
|
|
|
127 |
C |
p. |
artikel |
11 |
Effective hydro-mechanical material properties and constitutive behaviors of meso-structured RVE of saturated granular media
|
Li, Xikui |
|
|
127 |
C |
p. |
artikel |
12 |
Holistic simulation of a subsurface inflatable geotechnical energy storage system using fluid cavity elements
|
Norlyk, Peter |
|
|
127 |
C |
p. |
artikel |
13 |
Impact of the initial crack volume on the intact behavior of a bonded particle model
|
Patel, Shantanu |
|
|
127 |
C |
p. |
artikel |
14 |
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay
|
Li, Yongqin |
|
|
127 |
C |
p. |
artikel |
15 |
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground
|
Kabwe, Eugie |
|
|
127 |
C |
p. |
artikel |
16 |
Limit analysis of bearing capacity and failure geometry of GRS bridge abutments
|
Xu, Peng |
|
|
127 |
C |
p. |
artikel |
17 |
Long-term analysis of the shrinkage and swelling of clayey soils in a climate change context by numerical modelling and field monitoring
|
Assadollahi, Hossein |
|
|
127 |
C |
p. |
artikel |
18 |
Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation
|
Woodman, N.D. |
|
|
127 |
C |
p. |
artikel |
19 |
Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations
|
Zhang, Yongjun |
|
|
127 |
C |
p. |
artikel |
20 |
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis
|
Tang, Xiao-Song |
|
|
127 |
C |
p. |
artikel |
21 |
Network analysis of heat transfer in sands
|
Fei, Wenbin |
|
|
127 |
C |
p. |
artikel |
22 |
New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation
|
Qi, Shunchao |
|
|
127 |
C |
p. |
artikel |
23 |
Positioning design of horizontal drain in sandwiched clay-drain systems for land reclamation
|
Feng, Jianxue |
|
|
127 |
C |
p. |
artikel |
24 |
Reseeding of particles in the material point method for soil–structure interactions
|
Dong, Y. |
|
|
127 |
C |
p. |
artikel |
25 |
SANICLAY-T: Simple thermodynamic-based anisotropic plasticity model for clays
|
Rollo, Fabio |
|
|
127 |
C |
p. |
artikel |
26 |
Theoretical analysis of three-dimensional effect in pile integrity test
|
Liu, Xin |
|
|
127 |
C |
p. |
artikel |
27 |
Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence
|
Liang, Luju |
|
|
127 |
C |
p. |
artikel |
28 |
Three-dimensional seismic stability of slopes reinforced by soil nails
|
Yang, Tao |
|
|
127 |
C |
p. |
artikel |
29 |
Transient analysis of a fixed-head pile group in multi-layered transversely isotropic media due to horizontal loadings
|
Li, Yang |
|
|
127 |
C |
p. |
artikel |