| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A division method for shallow tunnels and deep tunnels considering soil stress path dependency
|
Zhang, Pei
|
|
|
135 |
C |
p.
|
artikel
|
| 2 |
A 3-D numerical study of the random wave-induced response in a spatially heterogenous seabed
|
Zhu, Bin
|
|
|
135 |
C |
p.
|
artikel
|
| 3 |
A half-space based contact detection algorithm for complex blocks
|
Wang, Xinquan
|
|
|
135 |
C |
p.
|
artikel
|
| 4 |
A hybrid finite element model for non-isothermal two-phase flow in deformable porous media
|
Ghoreishian Amiri, S.A.
|
|
|
135 |
C |
p.
|
artikel
|
| 5 |
A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction
|
Liu, Pan
|
|
|
135 |
C |
p.
|
artikel
|
| 6 |
A modified cohesive damage-plasticity model for distinct lattice spring model on rock fracturing
|
Wei, Xin-Dong
|
|
|
135 |
C |
p.
|
artikel
|
| 7 |
Analysis of Rainfall-induced Landslide Using the Extended DDA by Incorporating Matric Suction
|
Guo, Longxiao
|
|
|
135 |
C |
p.
|
artikel
|
| 8 |
An arrival time picker for microseismic rock fracturing waveforms and its quality control for automatic localization in tunnels
|
Zhang, Wei
|
|
|
135 |
C |
p.
|
artikel
|
| 9 |
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media
|
Zheng, Xiangcou
|
|
|
135 |
C |
p.
|
artikel
|
| 10 |
A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability
|
Yuan, Yang
|
|
|
135 |
C |
p.
|
artikel
|
| 11 |
A unified and rigorous solution for quasi-static cylindrical cavity expansion in plasticity constitutive models
|
Zhou, Hang
|
|
|
135 |
C |
p.
|
artikel
|
| 12 |
BS-CLAY1: Anisotropic bounding surface constitutive model for natural clays
|
Rezania, Mohammad
|
|
|
135 |
C |
p.
|
artikel
|
| 13 |
Combining two methods for the measurement of hydraulic conductivity over a wide suction range
|
Li, Xu
|
|
|
135 |
C |
p.
|
artikel
|
| 14 |
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir
|
Zou, Junpeng
|
|
|
135 |
C |
p.
|
artikel
|
| 15 |
Complex variable solution for tunneling-induced ground deformation considering the gravity effect and a cavern in the strata
|
Yang, Gongbiao
|
|
|
135 |
C |
p.
|
artikel
|
| 16 |
Constitutive response predictions of both dense and loose soils with a discrete element model
|
Sibille, Luc
|
|
|
135 |
C |
p.
|
artikel
|
| 17 |
DFNSC: A particle tracking discrete fracture network simulator considering successive spatial correlation
|
Wei, Yaqiang
|
|
|
135 |
C |
p.
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
135 |
C |
p.
|
artikel
|
| 19 |
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks
|
Wang, Zhiliang
|
|
|
135 |
C |
p.
|
artikel
|
| 20 |
Formulation and numerical implementation of a state parameter-based generalized plasticity model for mine tailings
|
Ledesma, Osvaldo
|
|
|
135 |
C |
p.
|
artikel
|
| 21 |
Horizontal mechanical responses of single pile due to urban tunnelling in multi-layered soils
|
Cao, Liqiang
|
|
|
135 |
C |
p.
|
artikel
|
| 22 |
Hydro-mechanical modelling and analysis of multi-stage tunnel excavations using a smoothed excavation method
|
Song, Fei
|
|
|
135 |
C |
p.
|
artikel
|
| 23 |
Improvement of vertex-to-vertex contact processing in two-dimensional DDA
|
Xia, Mingyao
|
|
|
135 |
C |
p.
|
artikel
|
| 24 |
Influence of seepage and tunnel face opening on face support pressure of EPB shield
|
Yin, Xinsheng
|
|
|
135 |
C |
p.
|
artikel
|
| 25 |
Interpreting strength parameters in soft clays from a new free-fall penetrometer
|
Han, Congcong
|
|
|
135 |
C |
p.
|
artikel
|
| 26 |
Investigating asperity damage of natural rock joints in polycrystalline rocks under confining pressure using grain-based model
|
Saadat, Mahdi
|
|
|
135 |
C |
p.
|
artikel
|
| 27 |
Irreversibility of soil skeletal deformations: The Pedagogical Limitations of Terzaghi’s celebrated model for soil consolidation
|
Selvadurai, A.P.S.
|
|
|
135 |
C |
p.
|
artikel
|
| 28 |
Large-deformation geomechanical problems studied by a shear-transformation-zone model using the material point method
|
Li, W.L.
|
|
|
135 |
C |
p.
|
artikel
|
| 29 |
Lateral soil resistance of rigid pile in cohesionless soil on slope
|
Chen, Lujie
|
|
|
135 |
C |
p.
|
artikel
|
| 30 |
Mechanical behaviour of Lac du Bonnet granite after high-temperature treatment using bonded-particle model and moment tensor
|
Sun, Wei
|
|
|
135 |
C |
p.
|
artikel
|
| 31 |
Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology
|
Chen, Wei-Bin
|
|
|
135 |
C |
p.
|
artikel
|
| 32 |
Pile groups under vertical and inclined eccentric loads: Elastoplastic modelling for performance based design
|
Franza, Andrea
|
|
|
135 |
C |
p.
|
artikel
|
| 33 |
Prediction of rock elastic moduli based on a micromechanical finite element model
|
Sun, Zhuang
|
|
|
135 |
C |
p.
|
artikel
|
| 34 |
Quantifying the influence of grain morphology on sand hydraulic conductivity: A detailed pore-scale study
|
Zheng, Wenbo
|
|
|
135 |
C |
p.
|
artikel
|
| 35 |
Recommendations for determining nonlinear Winkler spring parameters for buried steel pipe stress analysis applications
|
Kouretzis, George
|
|
|
135 |
C |
p.
|
artikel
|
| 36 |
Scale effect on bearing capacity of shallow foundations on strain-softening clays
|
Zhu, Fangyuan
|
|
|
135 |
C |
p.
|
artikel
|
| 37 |
Stability of unsupported circular tunnels in anisotropic normally and over consolidated saturated clay
|
Kumar, Bibhash
|
|
|
135 |
C |
p.
|
artikel
|
| 38 |
Thermo-hydro-mechanical interactions in porous media: Implications on thermo-active retaining walls
|
Sailer, Eleonora
|
|
|
135 |
C |
p.
|
artikel
|
| 39 |
Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis
|
Wang, Hongyu
|
|
|
135 |
C |
p.
|
artikel
|
| 40 |
Upper-bound approach based on failure mechanisms in slope stability analysis of spatially variable c - φ soils
|
Chwała, Marcin
|
|
|
135 |
C |
p.
|
artikel
|
| 41 |
Viscoplastic cyclic degradation model for soft natural soils
|
Zuada Coelho, Bruno
|
|
|
135 |
C |
p.
|
artikel
|
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