| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Bayesian optimization-genetic algorithm-based approach for automatic parameter calibration of soil models: Application to clay and sand model
|
Liu, Mingpeng
|
|
|
176 |
C |
p.
|
artikel
|
| 2 |
A constitutive model considering the interaction between evolution of microstructure and hydro-mechanical behaviour of unsaturated soils
|
Wu, Tianchi
|
|
|
176 |
C |
p.
|
artikel
|
| 3 |
A constitutive model for cemented granular materials capturing bond degradation
|
Luo, Zhibin
|
|
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176 |
C |
p.
|
artikel
|
| 4 |
A cross-anisotropic constitutive framework for modelling gallery intersections excavated in the Callovo-Oxfordian claystone
|
Rapanakis, Panteleimon
|
|
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176 |
C |
p.
|
artikel
|
| 5 |
A hybrid approach combining UD and GA-CV-SVM to evaluate shear performance in high asphalt concrete core
|
Li, Yong
|
|
|
176 |
C |
p.
|
artikel
|
| 6 |
A multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir
|
Dong, Chuanlong
|
|
|
176 |
C |
p.
|
artikel
|
| 7 |
Analysis of accelerated consolidation effect of permeable pipe pile using coupled MPM-FEM method and continuous drainage boundary condition
|
Ma, Ke
|
|
|
176 |
C |
p.
|
artikel
|
| 8 |
Analytical Method for Interfacial Slip Failure Processes Based on UFL Bond-Slip Model: Study of Grout/Soil Anchorage Interfaces in Earthen Sites
|
Sun, Haolang
|
|
|
176 |
C |
p.
|
artikel
|
| 9 |
Analytical prediction of displacement-dependent lateral earth pressure against stabilizing piles in sandy slopes considering arching effect
|
Bao, Ning
|
|
|
176 |
C |
p.
|
artikel
|
| 10 |
Analytical solution for consolidation of partially penetrated drainage columns composite foundation based on modified equal strain assumption
|
Lang, Ruiqing
|
|
|
176 |
C |
p.
|
artikel
|
| 11 |
Analytical solution for radial consolidation of combined electroosmosis-vacuum-surcharge preloading considering free strain and cyclic loading
|
Zhang, Jing
|
|
|
176 |
C |
p.
|
artikel
|
| 12 |
An analytical solution to ground stresses induced by tunneling considering ground surface boundary conditions and gravity
|
Zhang, Cheng-Cheng
|
|
|
176 |
C |
p.
|
artikel
|
| 13 |
An anisotropic elastoplastic strong discontinuity model for shear failure in anisotropic rock masses
|
Li, Yonghui
|
|
|
176 |
C |
p.
|
artikel
|
| 14 |
An efficient nonlocal integral method based on the octree algorithm
|
Lu, Dechun
|
|
|
176 |
C |
p.
|
artikel
|
| 15 |
An equivalent fracture length-based numerical method for modeling nonlinear flow in 2D fracture networks
|
Liu, Jie
|
|
|
176 |
C |
p.
|
artikel
|
| 16 |
A new hyper-elastic law for single yield surface constitutive models for clays
|
Argani, L.P.
|
|
|
176 |
C |
p.
|
artikel
|
| 17 |
An improved two phases-two points SPH model for submerged landslide
|
Zhang, Guibin
|
|
|
176 |
C |
p.
|
artikel
|
| 18 |
A novel constitutive model of the anisotropic sand accounting for the fabric evolution
|
Gao, Zhicheng
|
|
|
176 |
C |
p.
|
artikel
|
| 19 |
APD: An automated parameter determination system based on in-situ tests
|
Marzouk, Islam
|
|
|
176 |
C |
p.
|
artikel
|
| 20 |
A phase field model with modified volumetric-deviatoric decomposition for the mixed-mode fracture of rock
|
Li, Gen
|
|
|
176 |
C |
p.
|
artikel
|
| 21 |
A simple hypoplastic model for unsaturated soils considering wetting collapse
|
Yang, Ze-xi
|
|
|
176 |
C |
p.
|
artikel
|
| 22 |
A viscoelastic wave propagation approach for dynamic backcalculation of layer properties of asphalt pavements under an impact load
|
Fu, Guozhi
|
|
|
176 |
C |
p.
|
artikel
|
| 23 |
Bayesian Updating for Prediction of Scour Depth Using Natural Frequency of Monopiles
|
Chen, Xinwei
|
|
|
176 |
C |
p.
|
artikel
|
| 24 |
CFD–DEM comparison of slurry infiltration in laboratory column tests and in real-world tunnelling
|
Liu, Jiayuan
|
|
|
176 |
C |
p.
|
artikel
|
| 25 |
Characterization of crack evolution and hardening-softening in rock elastoplastic constitutive models
|
Cheng, Lei
|
|
|
176 |
C |
p.
|
artikel
|
| 26 |
Compaction quality assessment of road subgrades using explainable deep graph learning framework
|
Jia, Feng
|
|
|
176 |
C |
p.
|
artikel
|
| 27 |
Comprehensive models and analytical solutions for transient heat transfer in PHC energy pile
|
Dai, Guohao
|
|
|
176 |
C |
p.
|
artikel
|
| 28 |
Constitutive modelling of the shakedown response of sensitive clay to undrained long-term cyclic loads incorporating structural destruction
|
Liu, Jiaming
|
|
|
176 |
C |
p.
|
artikel
|
| 29 |
Construction of a multiphysics model for swelling bedrock based on a novel deformation gradient decomposition method
|
Hoshi, Keitaro
|
|
|
176 |
C |
p.
|
artikel
|
| 30 |
Creep-fatigue interaction of rock salt using discrete element simulation
|
Zhao, Kai
|
|
|
176 |
C |
p.
|
artikel
|
| 31 |
Cross-scale refined analysis and reinforcement design for the rigid-flexible mixed region in hybrid dams
|
Han, Musen
|
|
|
176 |
C |
p.
|
artikel
|
| 32 |
Deciphering how the particle shape modulates the elastic anisotropy of granular media
|
Singh, Shubjot
|
|
|
176 |
C |
p.
|
artikel
|
| 33 |
DEM evaluation of the mobilization of mechanisms governing the geogrid-aggregate interaction
|
Jia, Yafei
|
|
|
176 |
C |
p.
|
artikel
|
| 34 |
DEM modeling of granular soils reinforced by disposable face-mask chips
|
Wu, Mengmeng
|
|
|
176 |
C |
p.
|
artikel
|
| 35 |
Determination of depth-dependent undrained shear strength of structured marine clays based on large deformation finite element analysis of T-bar penetrations
|
Ke, Lijun
|
|
|
176 |
C |
p.
|
artikel
|
| 36 |
Dynamic interaction between continuously reinforced concrete pavement and fractional poroviscoelastic subgrade due to moving loading
|
Ai, Zhi Yong
|
|
|
176 |
C |
p.
|
artikel
|
| 37 |
Dynamic mechanisms of the collapse of wet granular columns: Insights from experiments and DEM simulations
|
Wang, Yu
|
|
|
176 |
C |
p.
|
artikel
|
| 38 |
Editorial Board
|
|
|
|
176 |
C |
p.
|
artikel
|
| 39 |
Effect of geometry on the natural frequency and seismic response characteristics of slopes subjected to pulse-like ground motions
|
Antwi Buah, Peter
|
|
|
176 |
C |
p.
|
artikel
|
| 40 |
Effect of strain rate on the failure of bimrocks using the combined finite-discrete element method
|
Sharafisafa, Mansour
|
|
|
176 |
C |
p.
|
artikel
|
| 41 |
Effects of particle shape on mechanical responses of rock materials using bonded-particle model
|
Bai, Qingsheng
|
|
|
176 |
C |
p.
|
artikel
|
| 42 |
Effects of the structural properties of down-the-hole drill bits on the fracture behaviour of rock during rotary-percussive drilling
|
Gao, Wei
|
|
|
176 |
C |
p.
|
artikel
|
| 43 |
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts
|
Guo, Liping
|
|
|
176 |
C |
p.
|
artikel
|
| 44 |
Evaluation of existing pile responses to adjacent pile penetration: A novel passive P - δ curve approach
|
Xu, Shi Jie
|
|
|
176 |
C |
p.
|
artikel
|
| 45 |
Formation mechanisms of different kinds of blast-induced cracks and their extension characteristics in rock mass
|
Zhou, Haixiao
|
|
|
176 |
C |
p.
|
artikel
|
| 46 |
Frictional contact-vibration coupling model for tbm rock cutting with multi-cutter
|
Zhang, Meng-qi
|
|
|
176 |
C |
p.
|
artikel
|
| 47 |
Fully coupled semi-analytical solutions for depressurization-driven exploitations in methane hydrate-bearing sediment: incorporating sand migration and sand control
|
Hu, Tao
|
|
|
176 |
C |
p.
|
artikel
|
| 48 |
Gravity effects on a bio-inspired self-burrowing probe in granular soils
|
Wang, Bowen
|
|
|
176 |
C |
p.
|
artikel
|
| 49 |
Impact and erosion dynamics of inclusion-enriched dry granular flows on rigid barriers with basal clearance: Numerical insights from hybrid MP-DEM simulations
|
Jiang, Yupeng
|
|
|
176 |
C |
p.
|
artikel
|
| 50 |
Influence of a firm stratum on probabilistic slope stability analyses with spatially variable undrained soil strength
|
Huang, Lei
|
|
|
176 |
C |
p.
|
artikel
|
| 51 |
Influence of unloading-induced brittle damage on laboratory properties and behavior of hard rocks: Insights from the hybrid Finite-Discrete Element Method (FDEM)
|
Amiri, Fatemeh
|
|
|
176 |
C |
p.
|
artikel
|
| 52 |
Instability mechanisms in partially saturated coarse-grained soils: Implications for rainfall-induced flowslides
|
Rotisciani, G.M.
|
|
|
176 |
C |
p.
|
artikel
|
| 53 |
Integrating machine learning techniques for predicting ground vibration in pile driving activities
|
Abouelmaty, Ahmed M.
|
|
|
176 |
C |
p.
|
artikel
|
| 54 |
Investigating the effects of diverse cavity morphologies on the mechanism of tensile crack-induced collapse: A phase field method approach
|
Chen, Shikuo
|
|
|
176 |
C |
p.
|
artikel
|
| 55 |
Investigating the effects of non-uniformity of mixing on the shear behavior of soft-rigid mixtures with DEM
|
Zhang, Junqi
|
|
|
176 |
C |
p.
|
artikel
|
| 56 |
Investigation of compressibility of rockfill materials using DEM: Role of sample size and boundary condition
|
Wu, Hongwei
|
|
|
176 |
C |
p.
|
artikel
|
| 57 |
Investigation of nonlinear flow in discrete fracture networks during shear based on XFEM method
|
Sui, Qun
|
|
|
176 |
C |
p.
|
artikel
|
| 58 |
Iteratively coupled elastoplastic simulation of pumping-induced land deformation using a finite volume-finite element method
|
Asadi, Roza
|
|
|
176 |
C |
p.
|
artikel
|
| 59 |
Kinematic stability analysis of nonuniform soil slopes under pore-pressure effects based on central difference discretization technique
|
Wang, Hongyu
|
|
|
176 |
C |
p.
|
artikel
|
| 60 |
Large strain radial thermo-consolidation model for saturated soil foundation
|
Ya-dong, Zhou
|
|
|
176 |
C |
p.
|
artikel
|
| 61 |
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model
|
Alam, Mehdi
|
|
|
176 |
C |
p.
|
artikel
|
| 62 |
Modeling obliquely incident seismic wave propagation in rocks via the FDM-DEM coupling scheme: Algorithms and applications
|
Gu, Kunsheng
|
|
|
176 |
C |
p.
|
artikel
|
| 63 |
Modelling the frost cracking behavior in clayey soils: A peridynamic approach
|
Zheng, Junwei
|
|
|
176 |
C |
p.
|
artikel
|
| 64 |
Multi-Fidelity Learned Emulator for Waves and Porous Coastal Structures Interaction Modelling
|
ZHANG, Pin
|
|
|
176 |
C |
p.
|
artikel
|
| 65 |
Multiscale data-driven modeling of the thermomechanical behavior of granular media with thermal expansion effects
|
Rangel, Rafael L.
|
|
|
176 |
C |
p.
|
artikel
|
| 66 |
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock
|
Huang, Xiaolin
|
|
|
176 |
C |
p.
|
artikel
|
| 67 |
Numerical framework for coupling SPH with image-based DEM for irregular particles
|
Amir Hosseini, Mehryar
|
|
|
176 |
C |
p.
|
artikel
|
| 68 |
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models
|
Machaček, Jan
|
|
|
176 |
C |
p.
|
artikel
|
| 69 |
Numerical study on the hydro-thermal-chemical–mechanical coupling mechanism in sulfate saline soil under freeze–thaw cycles
|
Zhang, Jing
|
|
|
176 |
C |
p.
|
artikel
|
| 70 |
One-dimensional consolidation analysis of layered unsaturated soils: An improved model integrating interfacial flow and air contact resistance effects
|
Xie, Jiahao
|
|
|
176 |
C |
p.
|
artikel
|
| 71 |
One-dimensional non-isothermal diffusion model for organic pollutant in an unsaturated composite liner considering the degradation effect
|
Jiang, Wenhao
|
|
|
176 |
C |
p.
|
artikel
|
| 72 |
Performance optimization of BP-DNN prediction model of suction caisson uplift bearing capacity employing modified Co-teaching method
|
Luan, Yixiao
|
|
|
176 |
C |
p.
|
artikel
|
| 73 |
Physics-guided neural network-based framework for 3D modeling of slope stability
|
Zhang, Zilong
|
|
|
176 |
C |
p.
|
artikel
|
| 74 |
Probabilistic analysis for excavation stability in spatially variable soil based on upper bound method
|
Jin, Zixian
|
|
|
176 |
C |
p.
|
artikel
|
| 75 |
Probabilistic Approach for Q-based Ground Support Design
|
Ziebarth, R.A.
|
|
|
176 |
C |
p.
|
artikel
|
| 76 |
Probabilistic back analysis of reservoir landslide considering hydro-mechanical coupled observations
|
Xue, Yang
|
|
|
176 |
C |
p.
|
artikel
|
| 77 |
Research on the static liquefaction failure of upstream tailings dams under continuous discharge conditions
|
Wang, Fei
|
|
|
176 |
C |
p.
|
artikel
|
| 78 |
Reverse-consolidation analysis of basal soil with layered heterogeneity using the spectral Galerkin method
|
Zhang, Xiaoqian
|
|
|
176 |
C |
p.
|
artikel
|
| 79 |
Role of physical and chemical nonequilibriums in ISCO remediation of contaminated soils
|
Feng, Shi-Jin
|
|
|
176 |
C |
p.
|
artikel
|
| 80 |
Sand flow model based on the MPH-I method for reaching the static state
|
Kondo, Masahiro
|
|
|
176 |
C |
p.
|
artikel
|
| 81 |
Seismic resilience assessment of sheet-pile wharves in liquefiable soils using different liquefaction countermeasures
|
Qiu, Zhijian
|
|
|
176 |
C |
p.
|
artikel
|
| 82 |
Simulation of cone penetrometer tests in sand using three advanced constitutive models: A comparative study
|
Fetrati, Majid
|
|
|
176 |
C |
p.
|
artikel
|
| 83 |
Spatially mixed implicit–explicit schemes in hydro-mechanically coupled soil dynamics
|
Staubach, Patrick
|
|
|
176 |
C |
p.
|
artikel
|
| 84 |
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number
|
Tong, Chen-Xi
|
|
|
176 |
C |
p.
|
artikel
|
| 85 |
Study on the calibration of microparameters for a modified bonded particle model based on the adaptive weight learning optimization algorithm
|
Huang, Siyuan
|
|
|
176 |
C |
p.
|
artikel
|
| 86 |
Study on the characteristics of blast-induced damage zone by using the wave velocity field inversion technique
|
Fu, Shuaiyang
|
|
|
176 |
C |
p.
|
artikel
|
| 87 |
Study on the influence of revolving patterns of cutterheads on tunneling operations concerning the box-jacking construction with an extra large rectangular tunnel profile via discrete-continuum coupling
|
Zhang, Runqi
|
|
|
176 |
C |
p.
|
artikel
|
| 88 |
Thermo-hydro-mechanical behavior of soft soils beneath energy shallow foundations subjected to thermal and mechanical loads
|
Fang, Jincheng
|
|
|
176 |
C |
p.
|
artikel
|
| 89 |
The role of interface force on the deformation compatibility of fiber optic cable and soil: Perspective from 3D discrete element numerical simulation
|
Zheng, Yu
|
|
|
176 |
C |
p.
|
artikel
|
| 90 |
Three-dimensional discrete element simulation on mechanical response and failure characteristics of composite rock under triaxial unloading condition
|
Yang, Sheng-Qi
|
|
|
176 |
C |
p.
|
artikel
|
| 91 |
Three-dimensional probabilistic site characterizations using multi-outputs sparse Bayesian learning
|
Wang, Shengjun
|
|
|
176 |
C |
p.
|
artikel
|
| 92 |
Transformer-based settlement prediction model of pile composite foundation under embankment loading
|
Gao, Song
|
|
|
176 |
C |
p.
|
artikel
|
| 93 |
Understanding the influence of drained cyclic preloading on liquefaction resistance of sands using DEM-clump modeling
|
Yang, Siyuan
|
|
|
176 |
C |
p.
|
artikel
|
| 94 |
Unifying the contact in signed distance field-based and conventional discrete element methods
|
Lai, Zhengshou
|
|
|
176 |
C |
p.
|
artikel
|
| 95 |
Vertical seismic responses of floating pipe piles with soil plugs in layered soils
|
Zhang, Shiping
|
|
|
176 |
C |
p.
|
artikel
|
| 96 |
Wormholing in fractured porous media: Nonlocal reactive flow modelling based on peridynamic theory
|
Cai, Peifu
|
|
|
176 |
C |
p.
|
artikel
|
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