| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bounding surface plasticity model for unsaturated structured soils
|
Moghaddasi, H.
|
|
|
138 |
C |
p.
|
artikel
|
| 2 |
A contact detection algorithm for triangle boundary in GPU-based DEM and its application in a large-scale landslide
|
Zhou, Qian
|
|
|
138 |
C |
p.
|
artikel
|
| 3 |
A direct time-domain procedure for the seismic analysis of dam–foundation–reservoir systems using the scaled boundary finite element method
|
Qu, Yanling
|
|
|
138 |
C |
p.
|
artikel
|
| 4 |
A dual-scale fracture network model for computing hydro-mechanical properties of fractured rock
|
Wang, Liang
|
|
|
138 |
C |
p.
|
artikel
|
| 5 |
Advances in the solution of geotechnical boundary-value problems
|
Salgado, Rodrigo
|
|
|
138 |
C |
p.
|
artikel
|
| 6 |
Alternative remeshing techniques for large deformation analysis of geotechnical problems
|
Nazem, M.
|
|
|
138 |
C |
p.
|
artikel
|
| 7 |
Analysis of the existing pile response induced by adjacent pile driving in undrained clay
|
Zhou, Pan
|
|
|
138 |
C |
p.
|
artikel
|
| 8 |
Analytical model for transient coupled consolidation and contaminant transport in landfill liner system
|
Yan, Huaxiang
|
|
|
138 |
C |
p.
|
artikel
|
| 9 |
A new isotropic hardening constitutive model based on reference compression curve
|
Zhang, Minsheng
|
|
|
138 |
C |
p.
|
artikel
|
| 10 |
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit
|
Chen, Ze-Jian
|
|
|
138 |
C |
p.
|
artikel
|
| 11 |
An exact solution to layered transversely isotropic poroelastic media under vertical rectangular moving loads
|
Ai, Zhi Yong
|
|
|
138 |
C |
p.
|
artikel
|
| 12 |
An interface to numerically model undrained soil-structure interactions
|
Liu, Wenlong
|
|
|
138 |
C |
p.
|
artikel
|
| 13 |
A novel and efficient sequential-explicit technique for poroelasticity problems
|
Quevedo, R.
|
|
|
138 |
C |
p.
|
artikel
|
| 14 |
A novel modeling method for the bimodal soil-water characteristic curve
|
Li, Yao
|
|
|
138 |
C |
p.
|
artikel
|
| 15 |
A theoretical model for estimating the water-tightness of jet-grouted cut-off walls with geometric imperfections
|
Wang, Kai
|
|
|
138 |
C |
p.
|
artikel
|
| 16 |
A two-scale hydro-mechanical-damage model for simulation of preferential gas flow in saturated clayey host rocks for nuclear repository
|
Yang, Jianxiong
|
|
|
138 |
C |
p.
|
artikel
|
| 17 |
Bound-preserving inexact Newton algorithms on parallel computers for wormhole propagation in porous media
|
Zhu, Zhaoni
|
|
|
138 |
C |
p.
|
artikel
|
| 18 |
Coarse-grained molecular dynamics simulations of clay compression
|
Bandera, Sara
|
|
|
138 |
C |
p.
|
artikel
|
| 19 |
Comparison between typical numerical models for fluid flow and heat transfer through single rock fractures
|
Liu, Guihong
|
|
|
138 |
C |
p.
|
artikel
|
| 20 |
Cross-sectional thermo-mechanical responses of energy piles
|
Moradshahi, Aria
|
|
|
138 |
C |
p.
|
artikel
|
| 21 |
Cyclic loading response and associated yield criteria for soft railway subgrade – Theoretical and experimental perspectives
|
Indraratna, Buddhima
|
|
|
138 |
C |
p.
|
artikel
|
| 22 |
DEM-FDM numerical investigation on load transfer mechanism of GESC-supported embankment
|
Xu, Zeyu
|
|
|
138 |
C |
p.
|
artikel
|
| 23 |
Design methodology for site-specific resistance factors based on foundation location and size
|
Faraone, Michael
|
|
|
138 |
C |
p.
|
artikel
|
| 24 |
Editorial Board
|
|
|
|
138 |
C |
p.
|
artikel
|
| 25 |
Effect of fabric anisotropy on bearing capacity and failure mode of strip footing on sand: An anisotropic model perspective
|
Liao, D.
|
|
|
138 |
C |
p.
|
artikel
|
| 26 |
In Memory of Prof. Gyan N. Pande (1939–2020)
|
Pietruszczak, S.
|
|
|
138 |
C |
p.
|
artikel
|
| 27 |
Inner soil heave of stiffened caisson during installation in soft-over-stiff clay
|
Wang, Qi
|
|
|
138 |
C |
p.
|
artikel
|
| 28 |
Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers
|
Chen, Xuejian
|
|
|
138 |
C |
p.
|
artikel
|
| 29 |
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests
|
Machaček, J.
|
|
|
138 |
C |
p.
|
artikel
|
| 30 |
Large deformation analysis of granular materials with stabilized and noise-free stress treatment in smoothed particle hydrodynamics (SPH)
|
Feng, Ruofeng
|
|
|
138 |
C |
p.
|
artikel
|
| 31 |
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling
|
Shastri, Ajay
|
|
|
138 |
C |
p.
|
artikel
|
| 32 |
Microstructural effects on the wetting-induced collapse in compacted loess
|
Ge, Miaomiao
|
|
|
138 |
C |
p.
|
artikel
|
| 33 |
Numerical method for the triaxial test of granular materials based on computational contact mechanics
|
Pan, Hong-Wu
|
|
|
138 |
C |
p.
|
artikel
|
| 34 |
Numerical modeling of deformation and damage around underground excavation by phase-field method with hydromechanical coupling
|
Yu, Zhan
|
|
|
138 |
C |
p.
|
artikel
|
| 35 |
Numerical study of fractured rock masses: Transverse isotropy vs. implicit joint-continuum models
|
Shin, Hosung
|
|
|
138 |
C |
p.
|
artikel
|
| 36 |
Numerical study on the frequency response of offshore monopile foundation to seismic excitation
|
Chen, Weiyun
|
|
|
138 |
C |
p.
|
artikel
|
| 37 |
On the use of different constitutive models in data assimilation for slope stability
|
Mohsan, Muhammad
|
|
|
138 |
C |
p.
|
artikel
|
| 38 |
Optimisation of the padeye location for dynamically embedded plate anchors
|
Tian, Yinghui
|
|
|
138 |
C |
p.
|
artikel
|
| 39 |
PLATYMATCH – A particle-matching algorithm for the analysis of platy particle kinematics using X-ray Computed Tomography
|
Ibeh, Christopher U.
|
|
|
138 |
C |
p.
|
artikel
|
| 40 |
Poroelastodynamic response of layered unsaturated media in the vicinity of a moving harmonic load
|
Ye, Zi
|
|
|
138 |
C |
p.
|
artikel
|
| 41 |
Predicting chemical influence on soil water retention curves with models established based on pore structure evolution of compacted clay
|
Lu, Pu-huai
|
|
|
138 |
C |
p.
|
artikel
|
| 42 |
Random finite element analysis of backward erosion piping
|
Robbins, B.A.
|
|
|
138 |
C |
p.
|
artikel
|
| 43 |
Reduced-order modeling of near-field THMC coupled processes for nuclear waste repositories in shale
|
Chang, Kyung Won
|
|
|
138 |
C |
p.
|
artikel
|
| 44 |
Reliability Analysis of Embedded Strip Footings in Rotated Anisotropic Random Fields
|
Luo, N.
|
|
|
138 |
C |
p.
|
artikel
|
| 45 |
Shakedown analysis and its application in pavement and railway engineering
|
Wang, Juan
|
|
|
138 |
C |
p.
|
artikel
|
| 46 |
Simplified kinematic hardening plasticity framework for constitutive modelling of soils
|
Krabbenhøft, K.
|
|
|
138 |
C |
p.
|
artikel
|
| 47 |
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media
|
Bui, Ha H.
|
|
|
138 |
C |
p.
|
artikel
|
| 48 |
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach
|
Nguyen, Hoang Bao Khoi
|
|
|
138 |
C |
p.
|
artikel
|
| 49 |
Three-dimensional upper-bound analysis of rock slopes subjected to seepage forces based on Hoek-Brown failure criterion
|
Wang, Su-Tang
|
|
|
138 |
C |
p.
|
artikel
|
| 50 |
Upper bound analysis of working face passive failure in large-diameter shield tunneling based on a composite mechanism
|
Liu, Wei
|
|
|
138 |
C |
p.
|
artikel
|
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