| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A composite function model for predicting the ground reaction curve on a trapdoor
|
Lin, Xing-Tao
|
|
|
141 |
C |
p.
|
artikel
|
| 2 |
A coupled discrete element and depth-averaged model for dynamic simulation of flow-like landslides
|
Su, Xiaoli
|
|
|
141 |
C |
p.
|
artikel
|
| 3 |
A cyclic p-y model for the whole-life response of piles in soft clay
|
White, D.J.
|
|
|
141 |
C |
p.
|
artikel
|
| 4 |
A depth-averaged SPH study on spreading mechanisms of geophysical flows in debris basins: Implications for terminal barrier design requirements
|
Goodwin, Saoirse Robin
|
|
|
141 |
C |
p.
|
artikel
|
| 5 |
A discrete fracture network based modeling scheme for analyzing the stability of highly fractured rock slope
|
Li, Xinxin
|
|
|
141 |
C |
p.
|
artikel
|
| 6 |
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review
|
Jiang, Shui-Hua
|
|
|
141 |
C |
p.
|
artikel
|
| 7 |
A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay
|
Cheng, Po
|
|
|
141 |
C |
p.
|
artikel
|
| 8 |
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect
|
Chen, Ren-Peng
|
|
|
141 |
C |
p.
|
artikel
|
| 9 |
An ICLS-based method for solving two-phase seepage free surface considering compressible gas in porous media
|
Zhao, Lanhao
|
|
|
141 |
C |
p.
|
artikel
|
| 10 |
A scaled boundary finite element method procedure for arch dam-water-foundation rock interaction in complex layered half-space
|
Li, Zhi-yuan
|
|
|
141 |
C |
p.
|
artikel
|
| 11 |
Assessing the accuracy and efficiency of different order implicit and explicit integration schemes
|
Lloret-Cabot, Martí
|
|
|
141 |
C |
p.
|
artikel
|
| 12 |
A subcritical microcrack informed creep-damage model for quasi-brittle materials
|
Wang, Qing
|
|
|
141 |
C |
p.
|
artikel
|
| 13 |
A topological view on microscopic structural evolution for granular material under loading and unloading path
|
Lin, Mingchun
|
|
|
141 |
C |
p.
|
artikel
|
| 14 |
Combined-loading elastoplastic constitutive model for a unified description of the mechanical behavior of the soil skeleton
|
Yamada, Shotaro
|
|
|
141 |
C |
p.
|
artikel
|
| 15 |
Corrigendum to “DEM analysis on the stress wave response of spherical particle assemblies under triaxial compression’ [Comput. Geotech. 133 (2021) 104043]
|
Li, Yang
|
|
|
141 |
C |
p.
|
artikel
|
| 16 |
CPT-based probabilistic liquefaction assessment considering soil spatial variability, interpolation uncertainty and model uncertainty
|
Guan, Zheng
|
|
|
141 |
C |
p.
|
artikel
|
| 17 |
DEM analysis of small and small-to-medium strain shear modulus of sands
|
Reddy, Nallala S.C.
|
|
|
141 |
C |
p.
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
141 |
C |
p.
|
artikel
|
| 19 |
Effect of heterogeneity of particle properties on variability of laboratory sandy soil properties: A random discrete element perspective
|
Nie, Jia-Yan
|
|
|
141 |
C |
p.
|
artikel
|
| 20 |
Effect of relative density of 2D granular materials on the arching effect through numerical trapdoor tests
|
Liu, Qi-Wei
|
|
|
141 |
C |
p.
|
artikel
|
| 21 |
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling
|
Yao, Yongsheng
|
|
|
141 |
C |
p.
|
artikel
|
| 22 |
Experimental validation of a simplified numerical model to predict train-induced ground vibrations
|
Faizan, Abdul Ahad
|
|
|
141 |
C |
p.
|
artikel
|
| 23 |
Fractal-based model for maximum penetration distance of grout slurry flowing through soils with different dry densities
|
Du, Jiapei
|
|
|
141 |
C |
p.
|
artikel
|
| 24 |
Fractional-order bounding surface model for unsaturated soils under cyclic loading
|
Cai, Guoqing
|
|
|
141 |
C |
p.
|
artikel
|
| 25 |
Linear and nonlinear fluid flow responses of connected fractures subject to shearing under constant normal load and constant normal stiffness boundary conditions
|
Liu, Richeng
|
|
|
141 |
C |
p.
|
artikel
|
| 26 |
Microscopic mechanism and analytical modeling of seepage-induced erosion in bimodal soils
|
Wang, Xiukai
|
|
|
141 |
C |
p.
|
artikel
|
| 27 |
Modelling the penetration of subsonic rigid projectile probes into granular materials using the cavity expansion theory
|
Alaei Varnosfaderani, Mahdi
|
|
|
141 |
C |
p.
|
artikel
|
| 28 |
Multi-scale pullout behaviour of strip anchor plates embedded in marine hydrate bearing sediments
|
Du, Yukun
|
|
|
141 |
C |
p.
|
artikel
|
| 29 |
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions
|
Ruiz López, Agustín
|
|
|
141 |
C |
p.
|
artikel
|
| 30 |
Numerical modelling and in-situ experiment for self-sealing of the induced fracture network of drift into the Callovo-Oxfordian claystone during a hydration process
|
Wang, Hui
|
|
|
141 |
C |
p.
|
artikel
|
| 31 |
On propagation characteristics of Rayleigh wave in saturated porous media based on the strain gradient nonlocal Biot theory
|
Ding, Haibin
|
|
|
141 |
C |
p.
|
artikel
|
| 32 |
Packing properties and steady strength of cemented loose granular materials
|
Cantor, David
|
|
|
141 |
C |
p.
|
artikel
|
| 33 |
Particle node-based smoothed point interpolation method with stress regularisation for large deformation problems in geomechanics
|
Shafee, Ashkan
|
|
|
141 |
C |
p.
|
artikel
|
| 34 |
Performance study of iterative Bayesian filtering to develop an efficient calibration framework for DEM
|
Hartmann, Philipp
|
|
|
141 |
C |
p.
|
artikel
|
| 35 |
Probabilistic study on the bearing capacity of strip footing subjected to combined effect of inclined and eccentric loads
|
Krishnan, K.
|
|
|
141 |
C |
p.
|
artikel
|
| 36 |
Radial consolidation considering non-linear compressibility and permeability of structured soils
|
Leung, Chi On Alex
|
|
|
141 |
C |
p.
|
artikel
|
| 37 |
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization
|
Cooper, Jon
|
|
|
141 |
C |
p.
|
artikel
|
| 38 |
Shear behaviors of natural rock fractures infilled with cemented calcite
|
Zhao, Zhihong
|
|
|
141 |
C |
p.
|
artikel
|
| 39 |
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method
|
Sun, Lei
|
|
|
141 |
C |
p.
|
artikel
|
| 40 |
Spatial variability characteristics of the effective friction angle of Crag deposits and its effects on slope stability
|
Agbaje, Samzu
|
|
|
141 |
C |
p.
|
artikel
|
| 41 |
Static liquefaction mechanisms in loose sand fill slopes
|
Ng, Charles W.W.
|
|
|
141 |
C |
p.
|
artikel
|
| 42 |
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing
|
Chen, Qing
|
|
|
141 |
C |
p.
|
artikel
|
| 43 |
THM analysis of a soil drying test in an environmental chamber: The role of boundary conditions
|
Cuadrado, Agustín
|
|
|
141 |
C |
p.
|
artikel
|
| 44 |
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base
|
Lai, Fengwen
|
|
|
141 |
C |
p.
|
artikel
|
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