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                             96 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A bounding surface model for anisotropic and structured soils under saturated and unsaturated conditions Dai, Bao-Lin

173 C p.
artikel
2 A 2D continuous-discontinuous unified pore-fracture seepage model for hydro-mechanical coupling in the combined finite-discrete element method (FDEM) using node binding scheme Cai, Weibing

173 C p.
artikel
3 Advancing tunnel equipment maintenance through data-driven predictive strategies in underground infrastructure Zou, Xiaoping

173 C p.
artikel
4 A fully coupled micro-hydromechanical (micro-HM) model for partially saturated soils based on DEM Liu, Xin

173 C p.
artikel
5 A Method for calculating jacking force of parallel pipes considering Soil Arching Effect and Pipe-Slurry-Soil Interaction Liu, Weizheng

173 C p.
artikel
6 A methodology to optimize complex models in the context of nuclear waste repositories Wojnarowicz, M.

173 C p.
artikel
7 A molecular dynamics study on the softening of kaolinite in water: Weakening of tensile property during stretching and disintegration of structure during soaking Lu, Ming

173 C p.
artikel
8 An adaptive phase field approach to 3D internal crack growth in rocks Xu, Bin

173 C p.
artikel
9 Analysis for the effect of scour on pile lateral behavior in sand under combined loads considering additional stress and coupling effect of lateral-vertical load Lin, Mingke

173 C p.
artikel
10 Analysis of sensitive clay landslide mechanism and impact pipeline bearing characteristics considering spatial variability Yang, Liu

173 C p.
artikel
11 Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil Zejun, Han

173 C p.
artikel
12 Analytic study on interaction among shallow multiple circular tunnels under slope terrain Cai, Yongxiang

173 C p.
artikel
13 A new framework for assessing the evolution of unsaturated soil slope stability under the impact of land–atmosphere interaction: Formulation and application Chen, Yanyan

173 C p.
artikel
14 A new multi-surface plasticity model for cyclic hardening of unsaturated granular soils Chen, Liuxin

173 C p.
artikel
15 An interface constitutive model of plastic tensile–compressive damage under impact loading based on continuous–discontinuous framework Li, Yunpeng

173 C p.
artikel
16 A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media Tang, Zi-Qi

173 C p.
artikel
17 A novel energy-based particle breakage criterion considering coordination number effect in discrete element modeling Xiao, Yuanjie

173 C p.
artikel
18 A novel hybrid framework based on modified continued-fraction for pile-soil dynamic interaction of large-scale nuclear power structures Li, Jianbo

173 C p.
artikel
19 A novel solution to the Biot consolidation of transversely isotropic media by the transformed differential quadrature method Ye, Zi

173 C p.
artikel
20 A numerical approach to the simulation of landslide motion by considering rock disintegration Liu, Wei

173 C p.
artikel
21 A spatially correlated heterogeneous anisotropic model for simulation of gas flow in Callovo-Oxfordian claystone Zhou, Yunfeng

173 C p.
artikel
22 A state-dependent dilatancy model for cemented sand Zhang, Haifeng

173 C p.
artikel
23 A unified hardening/softening elastoplastic model for rocks undergoing brittle-ductile transition with strength-mapping and fractional plastic flow rule Tang, Yaolan

173 C p.
artikel
24 A unified thermo-mechanical bounding surface model for saturated clay and sand Ng, Charles W.W.

173 C p.
artikel
25 Bayesian updating of time-dependent diaphragm wall deflections in deep excavations in soft soils using different datasets Chen, Cheng

173 C p.
artikel
26 Bipolar coordinate solution of pillar stability for salt cavern energy storage Liu, Yuxuan

173 C p.
artikel
27 Brittle rock behavior simulation using heterogeneous pseudo-discontinuum model Ochoa Valderrama, Jair

173 C p.
artikel
28 Class A prediction of debris flow impact forces on dual rigid and flexible barriers: MPM modelling Cuomo, Sabatino

173 C p.
artikel
29 Corrigendum to “A comprehensive comparison of copula models and multivariate normal distribution for geo-material parametric data” [Comput. Geotech. 164 (2023) 105777] Han, Liang

173 C p.
artikel
30 Corrigendum to “Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures” [Comput. Geotech. 169 (2024) 106191] Liang, Jiasen

173 C p.
artikel
31 Coupled modelling framework for evaluating the influence of bacterial attachment models on the bio-chemo-hydro-mechanical behaviour during microbially induced calcite precipitation treatment in soils Bhukya, Pavan Kumar

173 C p.
artikel
32 Coupled Thermo-Hydro-Mechanical and Chemical (THMC) simulation of silicate rocks with an enriched–FEM model Mortazavi, S.M.S.

173 C p.
artikel
33 3D DEM simulations of cyclic loading-induced densification and critical state convergence in granular soils Wang, Tao

173 C p.
artikel
34 Deep learning-based analysis of true triaxial DEM simulations: Role of fabric and particle aspect ratio Irani, Nazanin

173 C p.
artikel
35 DEM analysis of constrained modulus nonlinearity and damping factor of dry granular soils Song, Jian

173 C p.
artikel
36 DEM simulation of microscopic structure and macroscopic mechanical behavior of clay in oedometer and triaxial compression tests Shen, Zhifu

173 C p.
artikel
37 Detection of volatile organic compounds by membrane interface probe: Multiphase numerical model for in-situ test evaluation Wu, Meng

173 C p.
artikel
38 Determination of REV size and equivalent permeability coefficient of fractured rock masses from the perspective of fracture network connectivity Wei, Li

173 C p.
artikel
39 Development and validation of a dynamic constitutive model for high-strength granite subjected to projectile impact Zhang, Mengmeng

173 C p.
artikel
40 Earth pressure in sandy soils above the pipe-roof structure: Experimental and theoretical investigation Lu, Bo.

173 C p.
artikel
41 Editorial Board
173 C p.
artikel
42 Effective stress analysis for repeated shake-consolidation process of multi-story buildings in liquefiable soils during sequential earthquakes Lu, Chih-Wei

173 C p.
artikel
43 Effect of mineral dissolution on fault slip behavior during geological carbon storage Yan, Xiao

173 C p.
artikel
44 Effect of soil stiffness on end bearing resistance of foundations in clay from large deformation numerical modelling Zhou, Shujin

173 C p.
artikel
45 Effects of relative density and dilatancy on stress and deformation arching of sand over an active trapdoor Liu, Xue-Yan

173 C p.
artikel
46 Experimental and DEM analysis for the shear characteristics of interface between sand and irregular concrete under dynamic normal loading Zhang, Shixun

173 C p.
artikel
47 Exploring damage evolution of rock under different penetration and cutter spacing conditions using finite-discrete element method Zhang, Dengke

173 C p.
artikel
48 Exploring the tensorial nature of capillary stress and the constitutive role of contact stress in wet granular materials Farahnak, Mojtaba

173 C p.
artikel
49 Frictional mechanisms of hydrated montmorillonite under normal loading Wei, Pengchang

173 C p.
artikel
50 From micro to macro: Creep behaviour and closed-form expression of viscoelastic parameters for a rheological particle assembly Zhou, Zhihao

173 C p.
artikel
51 Generalized intergranular strain concept and its application to hypoplastic models Mugele, L.

173 C p.
artikel
52 Geometric searching of 3D critical slip surface of a non-persistent fracture-dominated rock slope Zhang, Wen

173 C p.
artikel
53 Hydraulic fracturing based extraction for remediation of contaminated aquitards considering nonlinear and nonequilibrium sorption: A mathematical model Feng, Shi-Jin

173 C p.
artikel
54 Hydro-mechanical modelling of gas transport processes in clay materials using a multi-scale approach Corman, Gilles

173 C p.
artikel
55 Hypoplastic modeling post-failure behavior of sandy slope with porosity spatial variability Fang, Hongjie

173 C p.
artikel
56 Inclined loading of suction caisson anchors in calcareous sand with particle breakage Cheng, L.

173 C p.
artikel
57 Influence of a waveform on the bit–rock impact response considering reflected waves in a drill rod Zhao, Yifei

173 C p.
artikel
58 Inhomogeneous Neumann boundary conditions for MPM and GIMP Remmerswaal, Guido

173 C p.
artikel
59 In memory of Prof. A.P.S. Selvadurai (1942–2023) Pietruszczak, S.

173 C p.
artikel
60 Intelligent design method of mine tunnel portal driven by knowledge graph Wu, Jiaming

173 C p.
artikel
61 Internal Erosion Induced Instability of Coal Ash Ponds: Forensic Analysis using Smoothed Particle Hydrodynamics (SPH) Mhaski, Sourabh

173 C p.
artikel
62 Inversion study of dam incidence angle under oblique incidence of seismic waves Zhang, Hongyang

173 C p.
artikel
63 Investigating the controls of ice-wedge initiation and growth using XFEM Karam, Gabriel

173 C p.
artikel
64 Investigation on the failure mechanism of the internal erosion in inverse grading sand based on DDA and Darcy’s law Song, Yixiang

173 C p.
artikel
65 Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications Genco, Alessio

173 C p.
artikel
66 Load–displacement response of buried pipes in liquefied soil Papadimitriou, Achilleas G.

173 C p.
artikel
67 Micromechanical anisotropic damage approach for understanding localized behavior of brittle materials under tension Yu, Qiaojuan

173 C p.
artikel
68 Modelling anisotropic surface charge of kaolinite particles depending on pore water pH Nakamichi, Yohei

173 C p.
artikel
69 Modelling of water injection-induced shear stimulation and heat extraction in hot fractured reservoirs Chen, Yuedu

173 C p.
artikel
70 Modified discontinuous deformation analysis with mixed bilinear failure model for investigating quasi-brittle failure in geo-materials Li, Qiang

173 C p.
artikel
71 Multiphase flow and geomechanical behavior induced by gas production from silty-clay hydrate reservoirs through different horizontal well scenarios Cao, Xinxin

173 C p.
artikel
72 Non-parametric fragility curves for probabilistic risk assessment of rainfall-triggered landslides Hu, Hongqiang

173 C p.
artikel
73 Numerical investigation of artificial ground freezing–thawing processes in tunnel construction Williams M., R.J.

173 C p.
artikel
74 Numerical Investigation on Thermomechanical Behavior of Driven Energy Piles Subjected to Cyclic Thermal Loading in Sand Sun, Bo

173 C p.
artikel
75 Numerical modeling of adaptive minefill operation: Leverage of multiphysics interactions Ding, P.P.

173 C p.
artikel
76 Numerical study on dynamic behavior and microscopic damage mechanism of 3D printed rock-like materials Wang, Zhiliang

173 C p.
artikel
77 Optimizing 3D granular modeling with integrated 3DEC and neper techniques for granite mechanics simulation Ma, Qianchi

173 C p.
artikel
78 Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information Cao, Jiazeng

173 C p.
artikel
79 Permanent displacement limit analysis of jointed rock slope under the near-fault pulse-like ground motion based on the rotational − translational combined failure model and tensile strength cutoff Li, Dejian

173 C p.
artikel
80 Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data Qian, Zehang

173 C p.
artikel
81 Probabilistic fragility assessment of slopes considering uncertainty associated with temporal patterns of rainfall intensity He, Zhengying

173 C p.
artikel
82 Quasi-3D fracture acidizing simulation based on discrete virtual internal bond method Zhu, Tianci

173 C p.
artikel
83 Real-time inference of compacted soil properties using deflection tests: An AI-driven solution informed by unsaturated soil mechanics principles Ghorbani, Javad

173 C p.
artikel
84 ResGRU: A deep learning approach for settlement prediction in CFRD based on the spatiotemporal feature fusion method Zhang, Ye

173 C p.
artikel
85 Seismic response of offshore tetrapod piled jacket foundations subjected to environmental loads in soft-over-stiff clay deposit Wang, Yikang

173 C p.
artikel
86 Sequential Hybrid Finite Element and Material Point Method to Simulate Slope Failures Sordo, Brent

173 C p.
artikel
87 Staggered finite volume algorithms for dynamic analysis of saturated soil with low permeability and incompressible pore fluid by using OpenFOAM Zou, Shihuan

173 C p.
artikel
88 Suction bucket performance in sand under vertical cyclic loading: Numerical modelling using SANISAND-MS Roy, A.

173 C p.
artikel
89 The material-structure duality in rock mass failure and instability: Concept, unified numerical scheme, and benchmark Feng, Shiguo

173 C p.
artikel
90 Theoretical analysis on the behavior of SPM anchor piles embedded in sand under oblique pullout load with emphasis on the padeye depth Dong, Hengnian

173 C p.
artikel
91 Thermal-mechanical coupling smooth particle hydrodynamics-phase field method modelling of cracking in rocks Zhou, Zhiqiang

173 C p.
artikel
92 The use of a nonlocal critical state model in modelling triaxial and plane strain tests on overconsolidated clays Cui, Wenjie

173 C p.
artikel
93 Transport behavior of particles and evolution of plugging zones in rough fractures: Insights from a novel coupled CFD-DEM model Yang, Xu

173 C p.
artikel
94 Undrained face stability analysis of dual circular tunnels using three-dimensional adaptive lower bound finite element limit analysis method Sun, Rui

173 C p.
artikel
95 Undrained HM bearing capacity of hybrid foundations in spatially variable soils Hentati, Amal

173 C p.
artikel
96 Unsaturated soil nailing wall system reliability analysis using random finite element Khosravi-Hajivand, A.

173 C p.
artikel
                             96 gevonden resultaten
 
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