nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Acoustic emission and energy dissipation in soils during triaxial shearing
|
Li, Shijin |
|
|
162 |
C |
p. |
artikel |
2 |
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves
|
Yuan, Yong |
|
|
162 |
C |
p. |
artikel |
3 |
A hybridized continuum-discontinuum modeling for investigating the fracture and energy evolution characteristics of rock mass under sequential explosive detonation using a bilinear cohesive fracture model
|
Lin, Qindong |
|
|
162 |
C |
p. |
artikel |
4 |
A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds
|
Zheng, Xiangcou |
|
|
162 |
C |
p. |
artikel |
5 |
A modified Newmark block method for determining the seismic displacement of a slope reinforced by prestressed anchors
|
Lu, Li |
|
|
162 |
C |
p. |
artikel |
6 |
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization
|
Kootahi, Karim |
|
|
162 |
C |
p. |
artikel |
7 |
Analysis of surface deformation characteristics in pipe jacking construction based on the theory of a stratum cross-correlation conditional random field
|
Zhang, Xuanyu |
|
|
162 |
C |
p. |
artikel |
8 |
Analytical solution for the horizontal dynamic response of strength composite piles in fractional viscoelastic unsaturated ground
|
Dai, Guoliang |
|
|
162 |
C |
p. |
artikel |
9 |
Analytical solutions for stresses and displacements of tunnels under static and seismic loading
|
Duan, Yawei |
|
|
162 |
C |
p. |
artikel |
10 |
An efficient neural network model to determine maximum swelling pressure of clayey soils
|
Taherdangkoo, Reza |
|
|
162 |
C |
p. |
artikel |
11 |
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media
|
Dezfooli, Mojtaba.S. |
|
|
162 |
C |
p. |
artikel |
12 |
A non-Darcy flow CFD–DEM method for simulating ground collapse induced by leakage through underground pipeline defect
|
Li, Xiaojiao |
|
|
162 |
C |
p. |
artikel |
13 |
A novel anisotropic deterioration mechanical model for rock ductile–brittle failure under 3D high-stress and its application
|
Zheng, Zhi |
|
|
162 |
C |
p. |
artikel |
14 |
A novel peridynamic solution for modelling saturated soil-pore fluid interaction in liquefaction analysis
|
Gu, Quan |
|
|
162 |
C |
p. |
artikel |
15 |
A numerical model of water evaporation from cracked soil
|
Zeng, Zhao-Jun |
|
|
162 |
C |
p. |
artikel |
16 |
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope
|
Li, Xiaoqiang |
|
|
162 |
C |
p. |
artikel |
17 |
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution
|
Chen, He |
|
|
162 |
C |
p. |
artikel |
18 |
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials
|
Tian, Jianqiu |
|
|
162 |
C |
p. |
artikel |
19 |
Bayesian evidential learning of soil-rock interface identification using boreholes
|
Yang, Hao-Qing |
|
|
162 |
C |
p. |
artikel |
20 |
Chemo-hydro-mechanics in a reactive rock under cylindrical fluid pressurization
|
Tang, XiaoJie |
|
|
162 |
C |
p. |
artikel |
21 |
Comparison of local and nonlocal regularization approaches in Eulerian-based finite element analyses
|
Chen, Jin |
|
|
162 |
C |
p. |
artikel |
22 |
Consolidation analysis of composite ground improved by granular piles with a high replacement ratio considering overlapping smear zones
|
Yang, Weitao |
|
|
162 |
C |
p. |
artikel |
23 |
Data-driven constitutive modelling of granular soils considering multiscale particle morphology
|
Xiong, Wei |
|
|
162 |
C |
p. |
artikel |
24 |
DEM-LBM coupling for partially saturated granular assemblies
|
Younes, N. |
|
|
162 |
C |
p. |
artikel |
25 |
DEM simulations on the influence of carbonate precipitation on liquefaction mitigation of sand
|
Yang, Pu |
|
|
162 |
C |
p. |
artikel |
26 |
DEM study on the non-coaxial deformation characteristics of granular soils under various traffic loading conditions
|
Wang, Jipeng |
|
|
162 |
C |
p. |
artikel |
27 |
Displacements and stresses around a circular tunnel in an elastic medium with pseudo-static horizontal earthquake body forces
|
Jain, Hemant |
|
|
162 |
C |
p. |
artikel |
28 |
Editorial Board
|
|
|
|
162 |
C |
p. |
artikel |
29 |
Effect of fines loss on the microstructure and shear behaviors of gap-graded soils: A multiscale perspective
|
Hu, Z. |
|
|
162 |
C |
p. |
artikel |
30 |
Effect of realistic shape on grain crushing for rounded and angular granular materials
|
Huang, Quanshui |
|
|
162 |
C |
p. |
artikel |
31 |
Effects of hydrate distribution heterogeneity on the mechanical properties of hydrate-bearing sediments with consideration of the coalescence phenomenon: Insights from DEM simulations
|
Dou, Xiaofeng |
|
|
162 |
C |
p. |
artikel |
32 |
Efficient adaptive reliability-based design optimization for geotechnical structures with multiple design parameters
|
Liu, Xian |
|
|
162 |
C |
p. |
artikel |
33 |
Elastoplastic discrete bond cell model for rock-like material with irreversible sliding interfaces
|
Wei, Xuanchun |
|
|
162 |
C |
p. |
artikel |
34 |
Erosion mechanism for submarine pipeline on graded sediments using a coupled PORO-CFD-DEM model
|
Ma, Huihuan |
|
|
162 |
C |
p. |
artikel |
35 |
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior
|
Jiang, Wenhao |
|
|
162 |
C |
p. |
artikel |
36 |
Finite element analysis for a deep excavation in soft clay supported by lime-cement columns
|
Bozkurt, Sinem |
|
|
162 |
C |
p. |
artikel |
37 |
Finite element-based probabilistic framework including Bayesian inference for predicting displacements due to tunnel excavation
|
Minini, Jocelyn |
|
|
162 |
C |
p. |
artikel |
38 |
Finite elements limit analysis formulation using the power type yield criterion for plane strain and axisymmetric stability problems
|
Korada, Vijaya Sree |
|
|
162 |
C |
p. |
artikel |
39 |
First order reliability-based design optimization of 3D pile-reinforced slopes with Pareto optimality
|
Hu, Yining |
|
|
162 |
C |
p. |
artikel |
40 |
Grain-scale modeling of shear responses of dilative granular packings under stress path pertinent to rainfall-induced slope failures
|
Zhang, Li |
|
|
162 |
C |
p. |
artikel |
41 |
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal
|
Coarita-Tintaya, Ever-Dennys |
|
|
162 |
C |
p. |
artikel |
42 |
Hypoplastic model with an inner memory surface for sand under cyclic loading
|
Alipour, Mohammad-Javad |
|
|
162 |
C |
p. |
artikel |
43 |
Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures
|
Li, Jianbo |
|
|
162 |
C |
p. |
artikel |
44 |
Insights into the activation characteristics of natural fracture during in-fracture temporary plugging and diverting fracturing
|
Wang, Bo |
|
|
162 |
C |
p. |
artikel |
45 |
Investigation of the load sustaining micro mechanisms of cemented sand using the mesoscale FEM approach
|
Komodromos, Michail |
|
|
162 |
C |
p. |
artikel |
46 |
Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading
|
Pham, Quang N. |
|
|
162 |
C |
p. |
artikel |
47 |
Loading rate effect on the strength of granular material considering particle rotation
|
Tong, Lihong |
|
|
162 |
C |
p. |
artikel |
48 |
Macro–microscopic mechanism of suffusion in calcareous sand under tidal fluctuations by coupled CFD-DEM
|
Xiong, Hao |
|
|
162 |
C |
p. |
artikel |
49 |
Modelling the creep behaviour and induced failure of clay rock from microscale viscosity to large-scale time-dependant gallery convergences using a multiscale numerical approach
|
Sun, Yufeng |
|
|
162 |
C |
p. |
artikel |
50 |
Numerical convergence does not mean mathematical convergence: Examples of simple saturated steady-state groundwater models with pumping wells
|
Chapuis, Robert P. |
|
|
162 |
C |
p. |
artikel |
51 |
Numerical evaluations on the effects of different factors on thermo- mechanical behaviour of an energy pile group
|
Yang, Weibo |
|
|
162 |
C |
p. |
artikel |
52 |
Numerical investigations on effects of mechanical and geometrical characteristics on thermally induced group behavior of field-scale energy piles
|
Fang, Jincheng |
|
|
162 |
C |
p. |
artikel |
53 |
Numerical simulation of horizontal bearing characteristics of cement-soil reinforced rock-socketed steel pipe monopile considering cementation damage
|
Zeng, Biao |
|
|
162 |
C |
p. |
artikel |
54 |
On the influence of the natural shape of particles in multiphase fluid systems: Granular collapses
|
Hosseini, Mehryar Amir |
|
|
162 |
C |
p. |
artikel |
55 |
Parametric analysis for the large deformation characteristics of unstable slopes with linearly increasing soil strength by the random material point method
|
Liu, Lei-Lei |
|
|
162 |
C |
p. |
artikel |
56 |
Performance of explicit substepping integration scheme for complex constitutive models in finite element analysis
|
Dong, Yuepeng |
|
|
162 |
C |
p. |
artikel |
57 |
Prediction and variable importance analysis for small-strain stiffness of soil based on ensemble learning with Bayesian optimization
|
Huang, Yunhan |
|
|
162 |
C |
p. |
artikel |
58 |
Probabilistic analysis of the longitudinal performance of shield tunnels based on a simplified finite element procedure and its surrogate model considering spatial soil variability
|
Wang, Zuxian |
|
|
162 |
C |
p. |
artikel |
59 |
Probabilistic hazard analysis of rainfall-induced landslides at a specific slope considering rainfall uncertainty and soil spatial variability
|
Liu, Xin |
|
|
162 |
C |
p. |
artikel |
60 |
Regularization analysis of the strong discontinuity-Cosserat finite element method for modeling strain localization in cohesive-frictional materials by spectral theory
|
Li, Yonghui |
|
|
162 |
C |
p. |
artikel |
61 |
Reliability analysis of pile stabilized earth slopes using weighted uniform simulation method
|
Wang, Le-Pei |
|
|
162 |
C |
p. |
artikel |
62 |
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory
|
Li, Zhuyan |
|
|
162 |
C |
p. |
artikel |
63 |
Role of inherent anisotropy in infiltration mechanism of suffusion with irregular granular skeletons
|
Xiong, Hao |
|
|
162 |
C |
p. |
artikel |
64 |
Rotational mechanism for stability analysis of slopes reinforced with piles
|
Zuo, Jinyu |
|
|
162 |
C |
p. |
artikel |
65 |
Soft computing for determining base resistance of super-long piles in soft soil: A coupled SPBO-XGBoost approach
|
Nguyen, Tan |
|
|
162 |
C |
p. |
artikel |
66 |
Stabilizing role of coarse grains in cohesionless overfilled binary mixtures: A DEM investigation
|
Wang, Tao |
|
|
162 |
C |
p. |
artikel |
67 |
Stochastic seepage analysis in embankment dams using different types of random fields
|
Chi, Fengdong |
|
|
162 |
C |
p. |
artikel |
68 |
Surrogate modeling and global sensitivity analysis for the simultaneous growth of multiple hydraulic fractures
|
Cheng, Shaoyi |
|
|
162 |
C |
p. |
artikel |
69 |
The contribution of the bolting system to the shear stiffness of circumferential joints in tunnel segmental linings
|
Han, Xin |
|
|
162 |
C |
p. |
artikel |
70 |
The importance of initial particle position on filter performance in granular soils
|
Holden, Samuel Alexander William |
|
|
162 |
C |
p. |
artikel |
71 |
Thermodynamic constitutive model for granular soils considering particle shape distribution
|
Xiao, Yang |
|
|
162 |
C |
p. |
artikel |
72 |
Thermo-hydro-mechanical coupling model of elastic modulus characteristic curve for unsaturated soils
|
Pham, Tuan A. |
|
|
162 |
C |
p. |
artikel |
73 |
Thermomechanical performance of energy retaining pile influenced by surrounding utility tunnel via the regression tree model
|
Hu, Shuaijun |
|
|
162 |
C |
p. |
artikel |
74 |
The use of FFT algorithm for circumferential coordinate in axisymmetric analysis of solids by generalized finite difference method
|
Korkut, Fuat |
|
|
162 |
C |
p. |
artikel |
75 |
Towards boundary conditions in concrete-rock joint shearing with STAs profile by PFC2D
|
Yang, Kaixuan |
|
|
162 |
C |
p. |
artikel |