| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A cohesive strengthening/damage-plasticity model and its application for DEM numerical investigation in hardening/softening of rock and soil
|
Xiong, Xiang Bo
|
|
|
159 |
C |
p.
|
artikel
|
| 2 |
A 3D hybrid DFPM-DFM Model for gas production from fractured shale reservoirs
|
Tian, Jianwei
|
|
|
159 |
C |
p.
|
artikel
|
| 3 |
A dynamic SNS-PFEM with generalized-α method for hydro-mechanical coupled geotechnical problems
|
Wang, Ze-Yu
|
|
|
159 |
C |
p.
|
artikel
|
| 4 |
A fractional-order two-surface plasticity model for over-consolidated clays and its application to deep gallery excavation
|
Cheng, Wei
|
|
|
159 |
C |
p.
|
artikel
|
| 5 |
A GPU based Hybrid Material point and Discrete element method (MPDEM) algorithm and validation
|
Feng, Ze-Kang
|
|
|
159 |
C |
p.
|
artikel
|
| 6 |
A hydro-mechanical constitutive model for unsaturated soils over a wide saturation range
|
Li, Xiaoqiang
|
|
|
159 |
C |
p.
|
artikel
|
| 7 |
A hydro-mechanical phase field model for hydraulically induced fractures in poroelastic media
|
Xing, Jinquan
|
|
|
159 |
C |
p.
|
artikel
|
| 8 |
A machine learning framework for in situ sensing of pile length from seismic cone penetrometer data
|
Kennedy, Daniel V.
|
|
|
159 |
C |
p.
|
artikel
|
| 9 |
A model for one-dimensional consolidation of clayey soils with non-linear viscosity
|
Oliveira, Fernando S.
|
|
|
159 |
C |
p.
|
artikel
|
| 10 |
Analytical solution of longitudinal seismic response of circular tunnel across soil-rock stratum based on improved elastic foundation beam model
|
Li, Huifang
|
|
|
159 |
C |
p.
|
artikel
|
| 11 |
An elastic-viscoplastic model for time-dependent behavior of unsaturated soils
|
Cai, Guo-qing
|
|
|
159 |
C |
p.
|
artikel
|
| 12 |
A new approach to model geomaterials with heterogeneous properties in thermo-hydro-mechanical coupled problems
|
Rodriguez-Dono, Alfonso
|
|
|
159 |
C |
p.
|
artikel
|
| 13 |
A new creep contact model for frozen soils and its application
|
Zhang, Ge
|
|
|
159 |
C |
p.
|
artikel
|
| 14 |
A new theoretical model to locate the back scarp in landslides caused by strength reduction in slip zone soil
|
Rao, Yunkang
|
|
|
159 |
C |
p.
|
artikel
|
| 15 |
An eXtended finite element method implementation in COMSOL multiphysics: Thermo-hydro-mechanical modeling of fluid flow in discontinuous porous media
|
Jafari, Ahmad
|
|
|
159 |
C |
p.
|
artikel
|
| 16 |
An extended hypoplastic constitutive model considering particle breakage for granular material
|
Qian, Haoyong
|
|
|
159 |
C |
p.
|
artikel
|
| 17 |
An implicit 3D nodal integration based PFEM (N-PFEM) of natural temporal stability for dynamic analysis of granular flow and landslide problems
|
Zhang, Yujia
|
|
|
159 |
C |
p.
|
artikel
|
| 18 |
A novel semi-analytical solution to ground reactions of deeply buried tunnels considering the nonlinear behavior of rocks
|
Xiao, Yingming
|
|
|
159 |
C |
p.
|
artikel
|
| 19 |
A physics-informed deep neural network for surrogate modeling in classical elasto-plasticity
|
Eghbalian, Mahdad
|
|
|
159 |
C |
p.
|
artikel
|
| 20 |
Application and improvement of a stress partition framework-based methane hydrate-bearing sediment constitutive model for wide range confining stress
|
Xu, Jialin
|
|
|
159 |
C |
p.
|
artikel
|
| 21 |
A Scaling Surface Based SBFEM for the Acceleration Unit-Impulse Response Function of 3D Non-Homogeneous Half-Space
|
Wang, Pengnan
|
|
|
159 |
C |
p.
|
artikel
|
| 22 |
A simple load transfer method for energy pile groups
|
Song, Huaibo
|
|
|
159 |
C |
p.
|
artikel
|
| 23 |
A theoretical solution to investigate long-term behavior of pressurized tunnels in severe squeezing conditions
|
Zaheri, Milad
|
|
|
159 |
C |
p.
|
artikel
|
| 24 |
A three-dimensional grain-based model for studying the microscopic fracture behaviour of granite
|
Quan, Junsong
|
|
|
159 |
C |
p.
|
artikel
|
| 25 |
Bayesian updating on resistance factors of H-Piles with axial load tests
|
Zhang, Yuting
|
|
|
159 |
C |
p.
|
artikel
|
| 26 |
Closed-form dynamic stiffness formulation for modal and dynamic response analysis of pile group foundations
|
Liu, Xiang
|
|
|
159 |
C |
p.
|
artikel
|
| 27 |
Comparing particle shape representations and contact models for DEM simulation of bulk cohesive behaviour
|
Coetzee, Corné
|
|
|
159 |
C |
p.
|
artikel
|
| 28 |
Computation of irreversible seismic displacements of rock wedges: an application to dam abutment safety assessment
|
Lusini, Edoardo
|
|
|
159 |
C |
p.
|
artikel
|
| 29 |
Constitutive model for simulating the mechanical behaviour of rock under triaxial cyclic loading
|
Hu, Kaixun
|
|
|
159 |
C |
p.
|
artikel
|
| 30 |
Constructing a three-dimensional creep model for rocks and soils based on memory-dependent derivatives: A theoretical and experimental study
|
Zhang, Liming
|
|
|
159 |
C |
p.
|
artikel
|
| 31 |
Coupled hydromechanical analysis of sparsely fractured crystalline rocks
|
Jameei, A.A.
|
|
|
159 |
C |
p.
|
artikel
|
| 32 |
Data-driven modeling of granular matter’s elastic nonlinearity by volume constraint
|
Bryant, E.C.
|
|
|
159 |
C |
p.
|
artikel
|
| 33 |
Deep learning methods for time-dependent reliability analysis of reservoir slopes in spatially variable soils
|
Wang, Lin
|
|
|
159 |
C |
p.
|
artikel
|
| 34 |
Discrete element analysis of geogrid-stabilized ballasted tracks under high-speed train moving loads
|
Luo, Zheng
|
|
|
159 |
C |
p.
|
artikel
|
| 35 |
Discussion on “The modified Vlasov model on a nonhomogeneous and nonlinear soil layer” by Volkan Isbuga, Mehmet Cerezci and M. Zulfu Asik
|
Basu, Dipanjan
|
|
|
159 |
C |
p.
|
artikel
|
| 36 |
Discussion on “Ultimate Bearing Capacity of Rock Masses under Square and Rectangular Footings”
|
Roy, Nishant
|
|
|
159 |
C |
p.
|
artikel
|
| 37 |
Editorial Board
|
|
|
|
159 |
C |
p.
|
artikel
|
| 38 |
Effective stress analysis of residual wave-induced liquefaction around caisson-foundations: Bearing capacity degradation and an AI-based framework for predicting settlement
|
Moghaddam, Amir
|
|
|
159 |
C |
p.
|
artikel
|
| 39 |
Effects of fracturing parameters on fracture network evolution during multicluster fracturing in a heterogeneous reservoir
|
Zhang, Haoyu
|
|
|
159 |
C |
p.
|
artikel
|
| 40 |
Evaluation and Application of Fractal-Based Hydraulic Constitutive Model for Unsaturated Flow in Heterogeneous Soils
|
Chen, He
|
|
|
159 |
C |
p.
|
artikel
|
| 41 |
Evaluation of the BET and GAB models for interpretation of soil water isotherms: A molecular simulation study
|
Wang, Yijie
|
|
|
159 |
C |
p.
|
artikel
|
| 42 |
Evaluation of wave-induced instability of nearly saturated sandy slopes under partially undrained condition: A case study of landslide in Fraser River delta front
|
Rafiei, Amin
|
|
|
159 |
C |
p.
|
artikel
|
| 43 |
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock
|
Yang, Zijian
|
|
|
159 |
C |
p.
|
artikel
|
| 44 |
Identification of the design point based on Monte Carlo simulation
|
Gao, Guo-Hui
|
|
|
159 |
C |
p.
|
artikel
|
| 45 |
Impact of hyper-elasticity on cyclic sand modelling: A numerical study based on SANISAND-MS
|
Lan, Hongjian
|
|
|
159 |
C |
p.
|
artikel
|
| 46 |
Implementation of extrinsic cohesive zone model (ECZM) in 2D finite-discrete element method (FDEM) using node binding scheme
|
Cai, Weibing
|
|
|
159 |
C |
p.
|
artikel
|
| 47 |
Improved inverse analysis methods and modified apparent earth pressure for braced excavations in soft clay
|
Han, Meng
|
|
|
159 |
C |
p.
|
artikel
|
| 48 |
Influence of intergranular friction weakening on rock avalanche dynamics
|
Yang, Long
|
|
|
159 |
C |
p.
|
artikel
|
| 49 |
Influences of spatial variability of hydrothermal properties on the freezing process in artificial ground freezing technique
|
Li, Kai-Qi
|
|
|
159 |
C |
p.
|
artikel
|
| 50 |
Installation performance of structurally enhanced caissons in sand
|
Mehravar, Moura
|
|
|
159 |
C |
p.
|
artikel
|
| 51 |
Investigation of dynamic crack formation mechanism based on a new crack dynamic driving model
|
Liu, Xiao
|
|
|
159 |
C |
p.
|
artikel
|
| 52 |
Kinematic horizontal slice method for uplift capacity analysis of plate anchors in nonhomogeneous soils with a nonlinear failure criterion
|
Ganesh, R.
|
|
|
159 |
C |
p.
|
artikel
|
| 53 |
Large-deformation modelling of earthquake-triggered landslides considering non-uniform soils with a stratigraphic dip
|
Ren, Shun-Ping
|
|
|
159 |
C |
p.
|
artikel
|
| 54 |
Metamodelling of the load-displacement response of offshore piles in sand
|
Mentani, Alessio
|
|
|
159 |
C |
p.
|
artikel
|
| 55 |
Microcracking behavior and damage mechanism of granite subjected to high temperature based on CT-GBM numerical simulation
|
Guo, Pingye
|
|
|
159 |
C |
p.
|
artikel
|
| 56 |
Micro-macroscopic mechanical behavior of frozen sand based on a large-scale direct shear test
|
Chang, Dan
|
|
|
159 |
C |
p.
|
artikel
|
| 57 |
Micromechanical analysis of suffusion in gap-graded granular soils considering soil heterogeneity and non-uniform seepage flow
|
Liu, Yajing
|
|
|
159 |
C |
p.
|
artikel
|
| 58 |
Model-free damage prediction of brittle materials based on particle swarm optimization coupled with a probabilistic fission method
|
Sun, Bin
|
|
|
159 |
C |
p.
|
artikel
|
| 59 |
Modeling density-driven flow in porous media by physics-informed neural networks for CO2 sequestration
|
Du, Honghui
|
|
|
159 |
C |
p.
|
artikel
|
| 60 |
Modeling of granular soil-structure interface under monotonic and cyclic loading with the nonlinear approach
|
Zhang, Pei
|
|
|
159 |
C |
p.
|
artikel
|
| 61 |
MPM-based mechanism and runout analysis of a compound reactivated landslide
|
He, Kun
|
|
|
159 |
C |
p.
|
artikel
|
| 62 |
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation
|
Guo, Zhike
|
|
|
159 |
C |
p.
|
artikel
|
| 63 |
Numerical characterisation of the rotational behaviour of grey cast iron tunnel joints
|
Ruiz López, Agustín
|
|
|
159 |
C |
p.
|
artikel
|
| 64 |
Numerical investigation into wave-induced progressive liquefaction based on a two-layer viscous fluid system
|
Liu, Xiaoli
|
|
|
159 |
C |
p.
|
artikel
|
| 65 |
Numerical investigation of the lateral response of pile groups in sand under local scour conditions
|
Wang, Zengliang
|
|
|
159 |
C |
p.
|
artikel
|
| 66 |
Numerical investigation of the seepage mechanism and characteristics of soil-structure interface by CFD-DEM coupling method
|
Yang, Xuemin
|
|
|
159 |
C |
p.
|
artikel
|
| 67 |
Numerical simulation and field tests on vertical load bearing behaviour of bored root piles
|
Yu, Yan-Cheng
|
|
|
159 |
C |
p.
|
artikel
|
| 68 |
Numerical study of piezoball dissipation test with penetration under partially drained conditions
|
Liu, Kehan
|
|
|
159 |
C |
p.
|
artikel
|
| 69 |
Numerical study of the wall-retardation effect on proppant transport in rough fractures
|
Hangyu, Zhou
|
|
|
159 |
C |
p.
|
artikel
|
| 70 |
Numerical study on coupled modelling of artificial freezing marine soil
|
Gao, Guoyao
|
|
|
159 |
C |
p.
|
artikel
|
| 71 |
Numerical study on the shear behavior of concrete-rock joints with similar triangular asperities
|
Yang, Kaixuan
|
|
|
159 |
C |
p.
|
artikel
|
| 72 |
One-dimensional large strain electro-osmotic consolidation model based on multi-field coupling
|
Zhou, Yadong
|
|
|
159 |
C |
p.
|
artikel
|
| 73 |
One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition
|
Chen, Hong-Xin
|
|
|
159 |
C |
p.
|
artikel
|
| 74 |
Origin of the elastic anisotropy of silica particles: Insights from first-principles calculations and nanoindentation molecular dynamic simulations
|
Ma, Xiong-ying
|
|
|
159 |
C |
p.
|
artikel
|
| 75 |
Prediction and mitigation analysis of railway-induced vibrations of a layered transversely isotropic ground comprising different media with a hybrid 2.5-D method
|
Feng, Shi-Jin
|
|
|
159 |
C |
p.
|
artikel
|
| 76 |
Probabilistic Analysis of Earthquake-induced Failure and Runout Behaviors of Rock Slopes with Discrete Fracture Network
|
Xing, Lei
|
|
|
159 |
C |
p.
|
artikel
|
| 77 |
Probabilistic back analysis of rainfall-induced slope failure considering slope survival records from past rainfall events
|
Liu, Xin
|
|
|
159 |
C |
p.
|
artikel
|
| 78 |
Random finite element analysis of a clay-core-wall rockfill dam considering three-dimensional conditional random fields of soil parameters
|
Feng, Wenquan
|
|
|
159 |
C |
p.
|
artikel
|
| 79 |
Reliability analysis of pile-founded T-walls using the random variable method and random field method
|
Zhang, Liang
|
|
|
159 |
C |
p.
|
artikel
|
| 80 |
Reply to the discussion on “The modified Vlasov model on a nonhomogeneous and nonlinear soil layer”
|
Isbuga, Volkan
|
|
|
159 |
C |
p.
|
artikel
|
| 81 |
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability
|
Gao, Bin
|
|
|
159 |
C |
p.
|
artikel
|
| 82 |
Set-up effect of large-diameter open-ended thin-walled pipe piles driven in clay
|
Qin, Wei
|
|
|
159 |
C |
p.
|
artikel
|
| 83 |
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation
|
Sun, Feiyue
|
|
|
159 |
C |
p.
|
artikel
|
| 84 |
Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields
|
Xu, Huaisheng
|
|
|
159 |
C |
p.
|
artikel
|
| 85 |
Surrogate-assisted uncertainty modeling of embankment settlement
|
Wang, Tengfei
|
|
|
159 |
C |
p.
|
artikel
|
| 86 |
The influence of boundary conditions on nonlinear time domain site response analysis using LS-DYNA
|
Yang, Hsuan-Chih
|
|
|
159 |
C |
p.
|
artikel
|
| 87 |
The stress relief correction method considering irregular borehole shapes
|
Qin, Yuqiao
|
|
|
159 |
C |
p.
|
artikel
|
| 88 |
Three-dimensional analytical solutions of non-Darcy seepage in front of a grouted subsea tunnel face
|
Wu, Jie
|
|
|
159 |
C |
p.
|
artikel
|
| 89 |
Three-dimensional axisymmetric transient response of an unsaturated poroelastic transversely isotropic half-space
|
Ma, Wenjie
|
|
|
159 |
C |
p.
|
artikel
|
| 90 |
Three-dimensional undrained face stability of circular tunnels in non-homogeneous and anisotropic clays
|
Ei Ei Soe, The
|
|
|
159 |
C |
p.
|
artikel
|
| 91 |
Upper bound analysis of active and passive mechanisms of intermediate rock wall between two adjacent pressurised cavities
|
Zeng, Zhengqiang
|
|
|
159 |
C |
p.
|
artikel
|
| 92 |
Upper bound solution of passive instability on the face of longitudinal inclined shallow buried shield tunnel based on rotation–translation mechanism
|
Ye, Youlin
|
|
|
159 |
C |
p.
|
artikel
|
| 93 |
Using explainability to design physics-aware CNNs for solving subsurface inverse problems
|
Crocker, J.
|
|
|
159 |
C |
p.
|
artikel
|
| 94 |
Vertical dynamic response of single floating piles in poroelastic soil
|
Zheng, Changjie
|
|
|
159 |
C |
p.
|
artikel
|
| 95 |
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure
|
Chen, XinLei
|
|
|
159 |
C |
p.
|
artikel
|
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