| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A combined machine learning/search algorithm-based method for the identification of constitutive parameters from laboratory tests and in-situ tests
|
Zhou, Changjian
|
|
|
170 |
C |
p.
|
artikel
|
| 2 |
A feasible approach for engineering-scale 3D blasting numerical modelling incorporating explosive charges and layout design
|
Hao, Yi-Min
|
|
|
170 |
C |
p.
|
artikel
|
| 3 |
A generic framework for mix design of geopolymer for soil stabilization: Composition-informed machine learning model
|
Zhang, Jiaqi
|
|
|
170 |
C |
p.
|
artikel
|
| 4 |
Analytical solution for displacement-dependent active earth pressure considering the stiffness of cantilever retaining structure in cohesionless soil
|
Lin, Zhaorui
|
|
|
170 |
C |
p.
|
artikel
|
| 5 |
An analytical–numerical method for the hydraulic–mechanical coupling analysis of time-dependent behavior of pressurized tunnels: Impact of an excavation damaged zone
|
Zaheri, Milad
|
|
|
170 |
C |
p.
|
artikel
|
| 6 |
An analytical solution for elastoplastic responses of a lined rock cavern for compressed air energy storage considering excavation and high internal pressure
|
Xu, Yingjun
|
|
|
170 |
C |
p.
|
artikel
|
| 7 |
A new multiscale Cosserat model for size effect simulation in granular media
|
Guo, Lingfeng
|
|
|
170 |
C |
p.
|
artikel
|
| 8 |
An explicit material point and finite volume sequentially coupled method for simulating large deformation problems in saturated soil
|
Li, Yunyi
|
|
|
170 |
C |
p.
|
artikel
|
| 9 |
An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils
|
Boccieri, Gabriele
|
|
|
170 |
C |
p.
|
artikel
|
| 10 |
A simple gradation-state-dependent model for granular materials
|
Tang, Yaolan
|
|
|
170 |
C |
p.
|
artikel
|
| 11 |
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository
|
Yu, Zhan
|
|
|
170 |
C |
p.
|
artikel
|
| 12 |
A three-dimensional smoothed particle hydrodynamics analysis of multiple retrogressive landslides in sensitive soil
|
Chen, Ding
|
|
|
170 |
C |
p.
|
artikel
|
| 13 |
CFD-DEM numerical investigation of the effects of water content and inclination angle on interactions between debris flows and slit dam
|
Bi, Yandong
|
|
|
170 |
C |
p.
|
artikel
|
| 14 |
Comparative evaluation of hydro-mechanical models in swelling of clay-sulfate rocks: Case study of staufen, Germany
|
Taherdangkoo, Reza
|
|
|
170 |
C |
p.
|
artikel
|
| 15 |
Comparing 2D and 3D slope stability in spatially variable soils using random finite-element method
|
WU, Chongzhi
|
|
|
170 |
C |
p.
|
artikel
|
| 16 |
Corrigendum to “Partitioned analysis of acoustic fluid–solid-saturated porous medium interaction problems by a generalized saturated porous medium model and localized Lagrange multipliers” [Comput. Geotech. 170 (2024) 106271]
|
Zhang, Jiao
|
|
|
170 |
C |
p.
|
artikel
|
| 17 |
Crack-closure behavior and stress-sensitive wave velocity of hard rock based on flat-joint model in particle-flow-code (PFC) modeling
|
Peng, Siyu
|
|
|
170 |
C |
p.
|
artikel
|
| 18 |
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures
|
Hariri-Ardebili, Mohammad Amin
|
|
|
170 |
C |
p.
|
artikel
|
| 19 |
DEM for investigating the mechanical properties of porous rock-like materials under uniaxial compression
|
Fang, Chuanfeng
|
|
|
170 |
C |
p.
|
artikel
|
| 20 |
Directivity effect of the spatial distribution of co-seismic landslides affected by near-fault ground motions
|
Zhang, Yingbin
|
|
|
170 |
C |
p.
|
artikel
|
| 21 |
Discrete-element based simulation of CPT and SPT on a volcanic sand
|
Lei, Jiangtao
|
|
|
170 |
C |
p.
|
artikel
|
| 22 |
Discrete element modelling of rotary CPT and its applications
|
Yang, Xiaotong
|
|
|
170 |
C |
p.
|
artikel
|
| 23 |
Editorial Board
|
|
|
|
170 |
C |
p.
|
artikel
|
| 24 |
Effect of advance rate on excess pore water pressure induced by TBM tunnelling in saturated sand
|
Shi, Qingfeng
|
|
|
170 |
C |
p.
|
artikel
|
| 25 |
Effect of gravity on granular material flows
|
Zheng, Hu
|
|
|
170 |
C |
p.
|
artikel
|
| 26 |
Enhancing ground classification models for TBM tunneling: Detecting label errors in datasets
|
Mostafa, Saadeldin
|
|
|
170 |
C |
p.
|
artikel
|
| 27 |
Estimation of macroscopic failure strength of heterogeneous geomaterials containing inclusion and pore with artificial neural network approach
|
Xue, Jing
|
|
|
170 |
C |
p.
|
artikel
|
| 28 |
Evaluation and improvement of Gay-Berne interaction potential to simulate 3D DLVO interaction of clay particles
|
Casarella, Angela
|
|
|
170 |
C |
p.
|
artikel
|
| 29 |
Experimental data-centric prediction of penetration depth and holding capacity of dynamically installed anchors using machine learning
|
Fu, Yong
|
|
|
170 |
C |
p.
|
artikel
|
| 30 |
Exploiting excavation-induced displacement for slope heterogeneity characterization and stability analysis
|
Cai, Jing-Sen
|
|
|
170 |
C |
p.
|
artikel
|
| 31 |
Failure mechanisms of saturated sand under different loading frequencies: Experimental observation and constitutive modelling
|
Yue, Chong
|
|
|
170 |
C |
p.
|
artikel
|
| 32 |
From sedimentation to consolidation of kaolinite: A molecular dynamic study
|
Lu, Ming
|
|
|
170 |
C |
p.
|
artikel
|
| 33 |
Interpretable machine learning scheme for predicting bridge pier scour depth
|
Kim, Taeyoon
|
|
|
170 |
C |
p.
|
artikel
|
| 34 |
Investigation on synchronous grouting process during shield tunneling in coarse grained ground using CFD-DEM approach
|
Liu, Chao
|
|
|
170 |
C |
p.
|
artikel
|
| 35 |
MPM formulations for the coupled thermo-hydro-mechanical behaviour of saturated and unsaturated soils
|
Zhan, Z.Q.
|
|
|
170 |
C |
p.
|
artikel
|
| 36 |
Multi-scale generative adversarial networks (GAN) for generation of three-dimensional subsurface geological models from limited boreholes and prior geological knowledge
|
Lyu, Borui
|
|
|
170 |
C |
p.
|
artikel
|
| 37 |
Numerical analysis of 3D nonplanar hydraulic fracture propagation in fractured-vuggy formations using a hydromechanical coupled XFEM approach
|
Cheng, Long
|
|
|
170 |
C |
p.
|
artikel
|
| 38 |
Numerical analysis of the impact of drill-and-blast tunneling on an overlying landfill
|
Zhao, Yong
|
|
|
170 |
C |
p.
|
artikel
|
| 39 |
Numerical investigation of phase relationship between kinematic and inertial loads of piles behind a quay wall in liquefiable ground
|
Liu, Chunhui
|
|
|
170 |
C |
p.
|
artikel
|
| 40 |
Numerical study of multiple hydraulic fractures propagation in poroelastic media based on energy decomposition phase field methods
|
Wang, Zaiyong
|
|
|
170 |
C |
p.
|
artikel
|
| 41 |
Partitioned analysis of acoustic fluid–solid-saturated porous medium interaction problems by a generalized saturated porous medium model and localized Lagrange multipliers
|
Zhang, Jiao
|
|
|
170 |
C |
p.
|
artikel
|
| 42 |
Pre- and post-failure behaviour of a dike after rapid drawdown of river level based on material point method
|
Zheng, Yanhao
|
|
|
170 |
C |
p.
|
artikel
|
| 43 |
Probabilistic analysis of dual circular tunnels in rock masses considering rotated anisotropic random fields
|
Son Nguyen, Thanh
|
|
|
170 |
C |
p.
|
artikel
|
| 44 |
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method
|
Fan, Shuntao
|
|
|
170 |
C |
p.
|
artikel
|
| 45 |
Quantitative risk analysis and parameter sensitivity evaluation of wellbore instability in poroelastic media considering uncertainty of geomechanical parameters
|
Gao, Jiajia
|
|
|
170 |
C |
p.
|
artikel
|
| 46 |
Reliability analysis of tunnels considering the rock-support interaction using a metamodel-based reliability method
|
Li, Mengyao
|
|
|
170 |
C |
p.
|
artikel
|
| 47 |
Run-out distance analysis and impact force estimation for an actual landslide with multiple-barrier system based on a coupled SPH model
|
Zhang, Weijie
|
|
|
170 |
C |
p.
|
artikel
|
| 48 |
SANISAND-MS-T: Simple ANIsotropic SAND model with Memory Surface for Temperature effects
|
Pan, Yize
|
|
|
170 |
C |
p.
|
artikel
|
| 49 |
Scour mechanism around a pipeline under different current-wave conditions using the CFD-DEM coupling model
|
Ma, Huihuan
|
|
|
170 |
C |
p.
|
artikel
|
| 50 |
Seismic active earth pressure in nonhomogeneous and anisotropic soils
|
Liu, Ju-Yang
|
|
|
170 |
C |
p.
|
artikel
|
| 51 |
Stability evaluation model for the tunnel face of large cross-section tunnel excavated by the bench method
|
Man, Jianhong
|
|
|
170 |
C |
p.
|
artikel
|
| 52 |
State parameter for partially drained paths using a SANISAND model
|
Dilip, Abhinanda
|
|
|
170 |
C |
p.
|
artikel
|
| 53 |
Study on the influence of coarse aggregate distribution uniformity on the compaction characteristics of gap-graded gravels
|
Liu, Shunkai
|
|
|
170 |
C |
p.
|
artikel
|
| 54 |
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks
|
Argilaga, Albert
|
|
|
170 |
C |
p.
|
artikel
|
| 55 |
Systematic investigation into the role of particle multi-level morphology in determining the shear behavior of granular materials via DEM simulation
|
Fan, Meng
|
|
|
170 |
C |
p.
|
artikel
|
| 56 |
Tensor-based physics-encoded neural networks for modeling constitutive behavior of soil
|
Wang, Zhihui
|
|
|
170 |
C |
p.
|
artikel
|
| 57 |
Towards a practice-oriented procedure to account for static and dynamic interaction among three adjacent shallow foundations
|
Zeolla, Enza
|
|
|
170 |
C |
p.
|
artikel
|
| 58 |
Versatile coupling of MPM and FEM: A case study of the stability of vegetated slope
|
Xu, Feng
|
|
|
170 |
C |
p.
|
artikel
|
| 59 |
Vertical vibration of rigid strip footings on saturated soil layer with single-phase superstratum
|
Zheng, Changjie
|
|
|
170 |
C |
p.
|
artikel
|
| 60 |
Vibration mitigation using dual-open and infilled trenches in layered soil media: Field tests and numerical simulations
|
Jauhari, Nitish
|
|
|
170 |
C |
p.
|
artikel
|
| 61 |
Winkler spring coefficients for laterally loaded piles
|
He, Rui
|
|
|
170 |
C |
p.
|
artikel
|
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