| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adaptive ensemble learning of radial basis functions for efficient geotechnical reliability analysis
|
Liu, Yadong
|
|
|
146 |
C |
p.
|
artikel
|
| 2 |
A mathematical framework for multiphase poromechanics in multiple porosity media
|
Zhang, Qi
|
|
|
146 |
C |
p.
|
artikel
|
| 3 |
An adaptive interpolation material point method and its application on large-deformation geotechnical problems
|
Peng, Xuefeng
|
|
|
146 |
C |
p.
|
artikel
|
| 4 |
Analytical analysis of the longitudinal response of shield tunnel lining considering ring-to-ring interaction
|
Huang, W.M.
|
|
|
146 |
C |
p.
|
artikel
|
| 5 |
An efficient numerical approach for simulating soil-pipe interaction behaviour under cyclic loading
|
Saberi, Miad
|
|
|
146 |
C |
p.
|
artikel
|
| 6 |
An interacting wing-crack based semi-analytical meso-scale model for describing elasto-plastic damage behavior of brittle rocks
|
Ren, Darui
|
|
|
146 |
C |
p.
|
artikel
|
| 7 |
Contribution of atomistic study to better understand water saturation effect on mechanical behavior of clayey rocks in triaxial compression
|
Zhu, L.P.
|
|
|
146 |
C |
p.
|
artikel
|
| 8 |
Deep learning based approach for the instance segmentation of clayey soil desiccation cracks
|
Han, Xiao-Le
|
|
|
146 |
C |
p.
|
artikel
|
| 9 |
Editorial Board
|
|
|
|
146 |
C |
p.
|
artikel
|
| 10 |
Estimation of the unsaturated shear strength of expansive soils in relation to capillary water-retention curve
|
Lin, Zhiqiang
|
|
|
146 |
C |
p.
|
artikel
|
| 11 |
Evaluation of 3D slope stability based on the minimum potential energy principle
|
Sun, Jiaping
|
|
|
146 |
C |
p.
|
artikel
|
| 12 |
Experimental and DEM studies on the normal coefficient of restitution of grain-block systems in the presence of thick and thin water layers under low-velocity impacts
|
Luo, Lina
|
|
|
146 |
C |
p.
|
artikel
|
| 13 |
Exploring the effect of engineering parameters on the penetration of hydraulic fractures through bedding planes in different propagation regimes
|
Zheng, Yongxiang
|
|
|
146 |
C |
p.
|
artikel
|
| 14 |
Fabric response to stress probing in granular materials: Two-dimensional, anisotropic systems
|
Zhao, Chaofa
|
|
|
146 |
C |
p.
|
artikel
|
| 15 |
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium
|
Fathipour, Hessam
|
|
|
146 |
C |
p.
|
artikel
|
| 16 |
Limit state line-based seismic stability charts for homogeneous earth slopes
|
Cui, Hongzhi
|
|
|
146 |
C |
p.
|
artikel
|
| 17 |
Linking shear strength to granular skeleton state of continuously graded coarse-grained soils: Insights from discrete element modelling
|
Xie, Yipeng
|
|
|
146 |
C |
p.
|
artikel
|
| 18 |
Mechanical response for rainfall-induced landslides on jointed gas pipelines
|
Zhang, Zhiguo
|
|
|
146 |
C |
p.
|
artikel
|
| 19 |
Modeling and numerical analysis of the canopy effect with time-varying top boundary conditions of soil with an ice-water-air multiphase zone
|
Tong, Rui
|
|
|
146 |
C |
p.
|
artikel
|
| 20 |
Modeling of multifield coupling interactions in an aerobic landfill based on the finite volume method
|
Zheng, Qi-Teng
|
|
|
146 |
C |
p.
|
artikel
|
| 21 |
Mortar contact discretisation methods incorporating interface models based on Hypoplasticity and Sanisand: Application to vibratory pile driving
|
Staubach, Patrick
|
|
|
146 |
C |
p.
|
artikel
|
| 22 |
Numerical analysis of one-dimensional consolidation of soft clays subjected to cyclic loading and non-Darcian flow
|
Satwik, Chivukula Sairam
|
|
|
146 |
C |
p.
|
artikel
|
| 23 |
Numerical modeling of viscous slurry infiltration in sand
|
Lu, Zhao
|
|
|
146 |
C |
p.
|
artikel
|
| 24 |
Numerical simulation of expansion process of soundless cracking demolition agents by coupling finite difference and discrete element methods
|
Tang, Wei
|
|
|
146 |
C |
p.
|
artikel
|
| 25 |
Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures
|
Wang, Tie
|
|
|
146 |
C |
p.
|
artikel
|
| 26 |
Probabilistic analysis of pile-reinforced slopes in spatially variable soils with rotated anisotropy
|
Li, Jing-Ze
|
|
|
146 |
C |
p.
|
artikel
|
| 27 |
Seepage effect on failure mechanisms of the underwater tunnel face via CFD–DEM coupling
|
Fu, Yanbin
|
|
|
146 |
C |
p.
|
artikel
|
| 28 |
Selection criteria of mesh size and time step in FEM analysis of highly nonlinear unsaturated seepage process
|
Li, Xu
|
|
|
146 |
C |
p.
|
artikel
|
| 29 |
Stability of expansive soil slopes reinforced with anchor cables based on rotational-translational mechanisms
|
Cheng, Yan
|
|
|
146 |
C |
p.
|
artikel
|
| 30 |
Three-dimensional deformable distinct element method with polyhedral elements and cloud GPGPU acceleration
|
Wang, Xi
|
|
|
146 |
C |
p.
|
artikel
|
| 31 |
Three-dimensional discontinuous deformation analysis derived from the virtual work principle with a simplex integral on the boundary
|
Wang, Xi
|
|
|
146 |
C |
p.
|
artikel
|
| 32 |
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels
|
Hou, Chuantan
|
|
|
146 |
C |
p.
|
artikel
|
| 33 |
Transient responses of deep-buried unlined tunnels subjected to blasting P wave
|
Mei, Wanquan
|
|
|
146 |
C |
p.
|
artikel
|
| 34 |
Upper-Bound face stability analysis of rectangular shield-driven tunnels in undrained clays
|
Jafari, Pooyan
|
|
|
146 |
C |
p.
|
artikel
|
| 35 |
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects
|
Zheng, Changjie
|
|
|
146 |
C |
p.
|
artikel
|
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