| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A failure criterion incorporating the effect of depositional angle for transversely isotropic soils
|
Liang, Jingyu
|
|
|
148 |
C |
p.
|
artikel
|
| 2 |
A memory-enhanced p-y model for piles in sand accounting for cyclic ratcheting and gapping effects
|
Kementzetzidis, Evangelos
|
|
|
148 |
C |
p.
|
artikel
|
| 3 |
An efficient and synchronous mesh refining–coarsening strategy in kinematic upper-bound limit analysis
|
Zheng, Xiangcou
|
|
|
148 |
C |
p.
|
artikel
|
| 4 |
An elastoplastic model for anisotropic clays with improved yield surfaces and rotational hardening rule
|
Li, Mengzi
|
|
|
148 |
C |
p.
|
artikel
|
| 5 |
A new enriched method for extended finite element modeling of fluid flow in fractured reservoirs
|
Xia, Yang
|
|
|
148 |
C |
p.
|
artikel
|
| 6 |
A new insight into the dynamic impact between geophysical flow and rigid barrier
|
Fang, Jun
|
|
|
148 |
C |
p.
|
artikel
|
| 7 |
An improved morgenstern-price method using gaussian quadrature
|
Ouyang, Weihang
|
|
|
148 |
C |
p.
|
artikel
|
| 8 |
Another look at the stability of unsaturated soil slopes considering nonuniformity and nonlinearity
|
Li, Siyu
|
|
|
148 |
C |
p.
|
artikel
|
| 9 |
A phase-change approach to landslide simulations: Coupling finite strain elastoplastic TLSPH with non-Newtonian IISPH
|
Morikawa, Daniel S.
|
|
|
148 |
C |
p.
|
artikel
|
| 10 |
Application of modified iterative method to simulate rainfall infiltration in unsaturated soils
|
Zhu, Shuairun
|
|
|
148 |
C |
p.
|
artikel
|
| 11 |
A semi-analytical approach for efficient calculation of drained cross-anisotropic elastic moduli in saturated granular soils from undrained attributes
|
Pegah, Ehsan
|
|
|
148 |
C |
p.
|
artikel
|
| 12 |
A simple stress correction method for explicit integration algorithm of elastoplastic constitutive models and its application to advanced anisotropic S-CLAY1 model
|
Wang, Hui
|
|
|
148 |
C |
p.
|
artikel
|
| 13 |
Assessing static liquefaction triggering considering fabric anisotropy effects under the ACST framework
|
Bokkisa, Srinivas Vivek
|
|
|
148 |
C |
p.
|
artikel
|
| 14 |
A state parameter-dependent constitutive model for sands based on the Mohr-Coulomb failure criterion
|
Taborda, David M.G.
|
|
|
148 |
C |
p.
|
artikel
|
| 15 |
A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks
|
Xiao, Yingming
|
|
|
148 |
C |
p.
|
artikel
|
| 16 |
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes
|
Feng, Shi-Jin
|
|
|
148 |
C |
p.
|
artikel
|
| 17 |
DEM simulation of particle crushing in a triaxial test considering the influence of particle morphology and coordination number
|
Zhu, Zhiren
|
|
|
148 |
C |
p.
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
148 |
C |
p.
|
artikel
|
| 19 |
Effects of multiscale heterogeneity on transport in three-dimensional fractured porous rock with a rough-walled fracture network
|
Zhan, Liangtong
|
|
|
148 |
C |
p.
|
artikel
|
| 20 |
FEM-Bayesian Kriging method for deformation field estimation of earth dams with limited monitoring data
|
Li, Junru
|
|
|
148 |
C |
p.
|
artikel
|
| 21 |
Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method
|
Tan, Mengxi
|
|
|
148 |
C |
p.
|
artikel
|
| 22 |
Fracture mechanisms of intact rock-like materials under compression
|
Zhao, Haiyang
|
|
|
148 |
C |
p.
|
artikel
|
| 23 |
Improved soil–structure interaction model considering time-lag effect
|
Li, Jianbo
|
|
|
148 |
C |
p.
|
artikel
|
| 24 |
Influence of slip and permeability of bedding interface on hydraulic fracturing: A numerical study using combined finite-discrete element method
|
Wu, Shan
|
|
|
148 |
C |
p.
|
artikel
|
| 25 |
Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states
|
Yang, Ming
|
|
|
148 |
C |
p.
|
artikel
|
| 26 |
Modeling of unstable creep failure of spatial variable rocks subjected to sustained loading
|
Wang, Qing
|
|
|
148 |
C |
p.
|
artikel
|
| 27 |
Monitoring-data mechanism-driven dynamic evaluation method for slope safety
|
Dong, Kai
|
|
|
148 |
C |
p.
|
artikel
|
| 28 |
Multiphysics coupling material point method for modelling frost heave of rock slope
|
Sun, Fan
|
|
|
148 |
C |
p.
|
artikel
|
| 29 |
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model
|
Cheng, Panpan
|
|
|
148 |
C |
p.
|
artikel
|
| 30 |
Nonlocal regularized numerical analyses for passive failure of tunnel head in strain-softening soils
|
Xue, Dawei
|
|
|
148 |
C |
p.
|
artikel
|
| 31 |
Numerical analysis of drained compression behavior of fiber-reinforced sand based on a soil skeleton structure concept
|
Ganiev, Jakhongirbek
|
|
|
148 |
C |
p.
|
artikel
|
| 32 |
Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall
|
Xu, Jiawei
|
|
|
148 |
C |
p.
|
artikel
|
| 33 |
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction
|
Yin, Tu-Bing
|
|
|
148 |
C |
p.
|
artikel
|
| 34 |
Numerical spring-based trapdoor test on soil arching in pile-supported embankment
|
Zhang, Ling
|
|
|
148 |
C |
p.
|
artikel
|
| 35 |
Post-failure process and kinematic behavior of two landslides: Case study and material point analyses
|
Nguyen, Thanh Son
|
|
|
148 |
C |
p.
|
artikel
|
| 36 |
Prediction of optimum TBM penetration strategy with minimum energy consumption in hard rocks
|
Xue, Yadong
|
|
|
148 |
C |
p.
|
artikel
|
| 37 |
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations
|
Li, Mengyi
|
|
|
148 |
C |
p.
|
artikel
|
| 38 |
Seismic response analysis of concrete-faced rockfill dams with dual mortar contact method
|
Ao, Jun
|
|
|
148 |
C |
p.
|
artikel
|
| 39 |
Shear behaviour of 3D nonpersistent jointed rock-like specimens: Experiment and numerical simulation
|
Cao, Ri-hong
|
|
|
148 |
C |
p.
|
artikel
|
| 40 |
Significance of the van der Waals force on the formation of the microstructure of wind-blown loess: An investigation using modified Discontinuous Deformation Analysis
|
Li, Qiang
|
|
|
148 |
C |
p.
|
artikel
|
| 41 |
Simulation of hard rock pillar failure using 2D continuum-based Voronoi tessellated models: The case of Quirke Mine, Canada
|
Hamediazad, Farzaneh
|
|
|
148 |
C |
p.
|
artikel
|
| 42 |
SPT-based probabilistic evaluation of soil liquefaction potential considering design life of civil infrastructures
|
Guan, Zheng
|
|
|
148 |
C |
p.
|
artikel
|
| 43 |
Sufficient conditions for equivalence between safety factor-based and reliability-based design requirements
|
Zhou, Qiang
|
|
|
148 |
C |
p.
|
artikel
|
| 44 |
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction
|
Zhou, Xiao-Ping
|
|
|
148 |
C |
p.
|
artikel
|
| 45 |
Towards Depth-Averaged Modelling of the Decay of Granular Flows by Deposition
|
Nikooei, Mohammad
|
|
|
148 |
C |
p.
|
artikel
|
| 46 |
Translational upper bound limit analysis of shallow landslides accounting for pore pressure effects
|
Huang, Wengui
|
|
|
148 |
C |
p.
|
artikel
|
| 47 |
Vertical vibration of a rigid strip footing on a half-space of unsaturated porous soil
|
Zou, Hongyun
|
|
|
148 |
C |
p.
|
artikel
|
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