| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A closed-form solution for 2D plane strain consolidation in unsaturated soils considering the lateral semipermeable drainage boundary
|
Liu, Yang
|
|
|
140 |
C |
p.
|
artikel
|
| 2 |
A comprehensive study of single-flawed granite hydraulically fracturing with laboratory experiments and flat-jointed bonded particle modeling
|
Zhang, Rui
|
|
|
140 |
C |
p.
|
artikel
|
| 3 |
A displacement based approach for seismic analysis and design of cantilever sheet pile walls under surcharge loading
|
Singh, Akshay Pratap
|
|
|
140 |
C |
p.
|
artikel
|
| 4 |
A 3D model reflecting the dynamic generating process of pore networks for geological porous media
|
Lyu, Qifeng
|
|
|
140 |
C |
p.
|
artikel
|
| 5 |
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking
|
Yan, Chengzeng
|
|
|
140 |
C |
p.
|
artikel
|
| 6 |
A high-accuracy substructure method in the time domain for simulating pile-soil dynamic interaction in horizontal vibration
|
Wang, Piguang
|
|
|
140 |
C |
p.
|
artikel
|
| 7 |
A macro–microscopic coupled consolidation model for saturated porous media with compressible constituents
|
Liang, Jia-Yu
|
|
|
140 |
C |
p.
|
artikel
|
| 8 |
Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer
|
Wang, A-qiang
|
|
|
140 |
C |
p.
|
artikel
|
| 9 |
Analysis of unsaturated soil columns with application to bulk cargo liquefaction in ships
|
Airey, David W.
|
|
|
140 |
C |
p.
|
artikel
|
| 10 |
Analytical solution for displacement-dependent passive earth pressure on rigid walls with various wall movements in cohesionless soil
|
Fan, Xiao-zhen
|
|
|
140 |
C |
p.
|
artikel
|
| 11 |
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure
|
Han, Kaihang
|
|
|
140 |
C |
p.
|
artikel
|
| 12 |
An efficient method combining polynomial-chaos kriging and adaptive radial-based importance sampling for reliability analysis
|
Pan, Qiu-Jing
|
|
|
140 |
C |
p.
|
artikel
|
| 13 |
A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method
|
Cong, Ziyuan
|
|
|
140 |
C |
p.
|
artikel
|
| 14 |
A novel and robust contact detection algorithm for arbitrarily shaped blocks
|
Mousakhani, Mojtaba
|
|
|
140 |
C |
p.
|
artikel
|
| 15 |
A novel centroid-enriched edge-based smoothed radial point interpolation method for upper bound limit analysis
|
Zhou, Xiwen
|
|
|
140 |
C |
p.
|
artikel
|
| 16 |
A novel 3D-FDEM method using finite-thickness cohesive elements to simulate the nonlinear mechanical behaviors of rocks
|
Ye, Yang
|
|
|
140 |
C |
p.
|
artikel
|
| 17 |
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay
|
Jin, Yin-Fu
|
|
|
140 |
C |
p.
|
artikel
|
| 18 |
A novel unified model for volumetric hardening and water retention in unsaturated soils
|
Chen, Liuxin
|
|
|
140 |
C |
p.
|
artikel
|
| 19 |
A numerical study on undrained passive earth pressure
|
Schweiger, Helmut F.
|
|
|
140 |
C |
p.
|
artikel
|
| 20 |
Comparison of implicit and explicit numerical integration schemes for a bounding surface soil model without elastic range
|
Carow, Christian
|
|
|
140 |
C |
p.
|
artikel
|
| 21 |
Computational micromechanics of porous brittle solids
|
Blatny, Lars
|
|
|
140 |
C |
p.
|
artikel
|
| 22 |
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration
|
Bosch, Jose A.
|
|
|
140 |
C |
p.
|
artikel
|
| 23 |
Covariance matrix adaptation evolution strategy for topology optimization of foundations under static and dynamic loadings
|
Sadeghi, Sina
|
|
|
140 |
C |
p.
|
artikel
|
| 24 |
Design diversity for efficiency improvement and uncertainty management in multiple wells stimulation
|
Cheng, C.
|
|
|
140 |
C |
p.
|
artikel
|
| 25 |
Directional hydraulic fracturing (DHF) using oriented perforations: The role of micro-crack heterogeneity
|
Bai, Qingsheng
|
|
|
140 |
C |
p.
|
artikel
|
| 26 |
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length
|
Sun, Zhenyu
|
|
|
140 |
C |
p.
|
artikel
|
| 27 |
Editorial Board
|
|
|
|
140 |
C |
p.
|
artikel
|
| 28 |
Effect of slope on bearing capacity of laterally loaded pile based on asymmetric failure mode
|
Peng, Wenzhe
|
|
|
140 |
C |
p.
|
artikel
|
| 29 |
Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration
|
Gao, Qian-Feng
|
|
|
140 |
C |
p.
|
artikel
|
| 30 |
Installation of caisson in non-uniform clay interbedded with a sand layer
|
Zhou, Shujin
|
|
|
140 |
C |
p.
|
artikel
|
| 31 |
Interpretation of TRT data in the presence of natural convection and groundwater flow in saturated ground
|
Tiwari, Arvind Kumar
|
|
|
140 |
C |
p.
|
artikel
|
| 32 |
Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method
|
Wang, Ben
|
|
|
140 |
C |
p.
|
artikel
|
| 33 |
Modeling of fluid-induced seismicity during injection and after shut-in
|
Deng, Qinglin
|
|
|
140 |
C |
p.
|
artikel
|
| 34 |
Modelling of mobility of Rissa landslide and following tsunami
|
Liu, Zhongqiang
|
|
|
140 |
C |
p.
|
artikel
|
| 35 |
Multi-phase flow simulation of landslide dam formation process based on extended coupled DEM-CFD method
|
Nian, Tingkai
|
|
|
140 |
C |
p.
|
artikel
|
| 36 |
NSPFEM2D: A lightweight 2D node-based smoothed particle finite element method code for modeling large deformation
|
Guo, N.
|
|
|
140 |
C |
p.
|
artikel
|
| 37 |
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities
|
Cai, Yongchang
|
|
|
140 |
C |
p.
|
artikel
|
| 38 |
Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of vibration isolation effect
|
Shan, Yao
|
|
|
140 |
C |
p.
|
artikel
|
| 39 |
Possibilities and limitations of the sequential kinematic method for simulating evolutionary plasticity problems
|
Shi, Zhenhao
|
|
|
140 |
C |
p.
|
artikel
|
| 40 |
Predicting the permeability of consolidated silty clay via digital soil reconstruction
|
Liu, Yanming
|
|
|
140 |
C |
p.
|
artikel
|
| 41 |
Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils
|
Cheng, Xinting
|
|
|
140 |
C |
p.
|
artikel
|
| 42 |
Probabilistic basal heave stability analyses of supported circular shafts in non-homogeneous clayey soils
|
Zhang, Tingting
|
|
|
140 |
C |
p.
|
artikel
|
| 43 |
Reliability analysis of infinite slopes with linearly increasing mean undrained strength
|
Zhu, Desheng
|
|
|
140 |
C |
p.
|
artikel
|
| 44 |
Reliability-based design of rigid pipes installed by induced trench method with tire-derived aggregate inclusions
|
Qin, Xiaogang
|
|
|
140 |
C |
p.
|
artikel
|
| 45 |
Stability analysis and safety factor prediction of excavation supported by inclined piles in clay
|
Diao, Yu
|
|
|
140 |
C |
p.
|
artikel
|
| 46 |
Stochastic seismic analysis of geosynthetic-reinforced soil slopes using the probability density evolution method
|
Peng, Ming
|
|
|
140 |
C |
p.
|
artikel
|
| 47 |
Tunnel–piled structure interaction: Numerical simulation of hybrid centrifuge tests
|
Song, Geyang
|
|
|
140 |
C |
p.
|
artikel
|
| 48 |
Vertical response of a pile embedded in highly-saturated soil with compressible pore fluid and anisotropic permeability
|
Wang, Lihua
|
|
|
140 |
C |
p.
|
artikel
|
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