| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate modeling and simulation of seepage in 3D heterogeneous fractured porous media with complex structures
|
Wang, Luyu
|
|
|
150 |
C |
p.
|
artikel
|
| 2 |
A consistent calibration process for the Matsuoka–Nakai friction angle under direct simple shear conditions for clay hypoplasticity
|
Medicus, Gertraud
|
|
|
150 |
C |
p.
|
artikel
|
| 3 |
A double-phase constitutive model for municipal solid waste with a fiber pullout criterion to evaluate the softening behavior
|
Li, An-Zheng
|
|
|
150 |
C |
p.
|
artikel
|
| 4 |
A fast simulation method for hydraulic-fracture-network generation in fractured rock based on fully coupled XFEM
|
Zhou, Yun
|
|
|
150 |
C |
p.
|
artikel
|
| 5 |
A global direct search method for high-fidelity contact detection between arbitrarily shaped three-dimensional convex polyhedral blocks
|
Wang, Xi
|
|
|
150 |
C |
p.
|
artikel
|
| 6 |
A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil
|
Zhang, Chaozhe
|
|
|
150 |
C |
p.
|
artikel
|
| 7 |
An analytical model for diffusion of chemicals under a thermal gradient in finite clayey soil
|
Zhang, Chunhua
|
|
|
150 |
C |
p.
|
artikel
|
| 8 |
A plastic damage constitutive model for rock-like material focusing on the hydrostatic pressure induced damage and the interaction of tensile and shear damages under impact and blast loads
|
Shu, Yun
|
|
|
150 |
C |
p.
|
artikel
|
| 9 |
Broken line random failure mechanism method in foundation bearing capacity assessment for spatially variable soil
|
Chwała, Marcin
|
|
|
150 |
C |
p.
|
artikel
|
| 10 |
Coupled model for consolidation and organic contaminant transport in GMB/CCL composite liner under non-isothermal distribution condition
|
Li, Jiangshan
|
|
|
150 |
C |
p.
|
artikel
|
| 11 |
Critical appraisal of pore network models to simulate fluid flow through assemblies of spherical particles
|
Morimoto, Tokio
|
|
|
150 |
C |
p.
|
artikel
|
| 12 |
Deterministic and probabilistic basal heave stability analysis of circular shafts against hydraulic uplift
|
Zhang, Tingting
|
|
|
150 |
C |
p.
|
artikel
|
| 13 |
Dynamics of bouldery debris flow impacting onto rigid barrier by a coupled SPH-DEM-FEM method
|
Luo, Gang
|
|
|
150 |
C |
p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
|
150 |
C |
p.
|
artikel
|
| 15 |
Effect of ice content on the interaction between rock–ice avalanche and rigid barrier: Physical and numerical modelling
|
Wang, Chenyang
|
|
|
150 |
C |
p.
|
artikel
|
| 16 |
Effects of rocking impedance and soil shear stress of the free-field on the dynamic response of an end-bearing pile during horizontal earthquakes
|
Wang, Piguang
|
|
|
150 |
C |
p.
|
artikel
|
| 17 |
Elastoplastic semi-analytical investigation on a deep circular tunnel incorporating generalized Zhang–Zhu rock mass strength
|
Su, Chenlong
|
|
|
150 |
C |
p.
|
artikel
|
| 18 |
Energy dissipation models of soil nails for 3D upper bound analyses of steep reinforced slopes
|
Qian, Ze-Hang
|
|
|
150 |
C |
p.
|
artikel
|
| 19 |
HatchFrac: A fast open-source DFN modeling software
|
Zhu, Weiwei
|
|
|
150 |
C |
p.
|
artikel
|
| 20 |
How can the effect of particle surface roughness on the contact area be predicted?
|
Nadimi, Sadegh
|
|
|
150 |
C |
p.
|
artikel
|
| 21 |
Importance of liquefaction resistance and fabric anisotropy simulation capability of constitutive models for liquefiable ground seismic response analysis
|
Yu, Jia-ke
|
|
|
150 |
C |
p.
|
artikel
|
| 22 |
Inclusion of small-strain stiffness in monotonic p-y curves for laterally loaded piles in clay
|
Zhu, Junlin
|
|
|
150 |
C |
p.
|
artikel
|
| 23 |
Interpretation of mechanical and biodegradation behaviour of municipal solid waste
|
Zhao, Runkang
|
|
|
150 |
C |
p.
|
artikel
|
| 24 |
Investigating the effective permeability evolution as a function of hydrate saturation in the hydrate-bearing sands using a kinetic-theory-based pore network model
|
Zhang, Yongchao
|
|
|
150 |
C |
p.
|
artikel
|
| 25 |
Large deformation slope failure — A perspective from multiscale modelling
|
Wang, Di
|
|
|
150 |
C |
p.
|
artikel
|
| 26 |
Microfracture behavior and energy evolution of heterogeneous mudstone subjected to moisture diffusion
|
Wang, Tie
|
|
|
150 |
C |
p.
|
artikel
|
| 27 |
Modeling cyclic behavior of clay subjected to principal stress rotation
|
Du, Zibo
|
|
|
150 |
C |
p.
|
artikel
|
| 28 |
Modified pseudo–dynamic bearing capacity of strip footing on rock masses
|
Liu, Jing
|
|
|
150 |
C |
p.
|
artikel
|
| 29 |
Novel periodic pile barriers in saturated soil and applications to propagation attenuation of shear plane waves
|
Zhou, Peng
|
|
|
150 |
C |
p.
|
artikel
|
| 30 |
Numerical evaluation of scour effects on lateral behavior of pile groups in clay
|
Wang, Zengliang
|
|
|
150 |
C |
p.
|
artikel
|
| 31 |
Numerical investigation of the failure mechanisms of soil–rock mixture slopes by material point method
|
Zhao, Lianheng
|
|
|
150 |
C |
p.
|
artikel
|
| 32 |
On frictional heating and pore pressure generation:Implications for coseismic landslides hypermobility
|
Zhang, Yanbo
|
|
|
150 |
C |
p.
|
artikel
|
| 33 |
Passive earth pressure of vegetation rooted soils based on limit analysis and quasi-static approach
|
Xiao, Shiguo
|
|
|
150 |
C |
p.
|
artikel
|
| 34 |
Predicting uniaxial tensile strength of expansive soil with ensemble learning methods
|
Chen, Yang
|
|
|
150 |
C |
p.
|
artikel
|
| 35 |
Rigorous solution for kinematic response of end-bearing pile under vertically incident P-waves
|
Dong, Rui
|
|
|
150 |
C |
p.
|
artikel
|
| 36 |
Single region substitute models for dual-porosity advection–dispersion migration process based on contaminant distribution
|
Chen, Guan-Nian
|
|
|
150 |
C |
p.
|
artikel
|
| 37 |
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface
|
Cui, Chunyi
|
|
|
150 |
C |
p.
|
artikel
|
Tijdschrift beschrijving