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                             45 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A closed-form logarithmic spiral method for seismic passive earth pressure in anisotropic sand Liu, Shiyi

152 C p.
artikel
2 A combined shear strength reduction and surrogate model method for efficient reliability analysis of slopes Liu, Yadong

152 C p.
artikel
3 A constitutive model of freeze–thaw damage to transversely isotropic rock masses and its preliminary application Zhang, Jiabing

152 C p.
artikel
4 A critical state constitutive model for unsaturated structured soils Liu, Wen-hua

152 C p.
artikel
5 A data-driven approach for forecasting embankment settlement accounting for multi-stage construction Wan, Xiao

152 C p.
artikel
6 A 3D computational fluid dynamics model for assessing the concrete spalling of a tunnel lining in the event of a fire Caliendo, Ciro

152 C p.
artikel
7 A 2D FDEM-based THM coupling scheme for modeling deformation and fracturing of the rock mass under THM effects Wu, Zhijun

152 C p.
artikel
8 A material point-finite element (MPM-FEM) model for simulating three-dimensional soil-structure interactions with the hybrid contact method Lei, Zhengda

152 C p.
artikel
9 A mesoscale bond model for discrete element modeling of irregular cemented granular materials Shen, Zhihao

152 C p.
artikel
10 A modified rigid-body-spring method for modeling damage and failure of brittle rocks subjected to triaxial compression Yao, Chi

152 C p.
artikel
11 An extended BNWF model for root piles incorporating soil–root interactions under lateral loading Luo, Xiao-Guang

152 C p.
artikel
12 A novel low-temperature thermo-mechanical coupling model for frost cracking simulation using the finite-discrete element method Sun, Lei

152 C p.
artikel
13 A numerical approach for fluid-particle-structure interactions problem with CFD-DEM-CSD coupling method Zhang, Dong-Mei

152 C p.
artikel
14 A steady-state analytical model for coupled methane transport and oxidation in vegetated landfill cover soil Xie, Haijian

152 C p.
artikel
15 Cavity expansion solutions applied to help assess the partial drainage behavior characterization of the piezocone test Mafra, Vicente

152 C p.
artikel
16 CDEM-based simulation of the 3D propagation of hydraulic fractures in heterogeneous Coalbed Methane reservoirs Ren, Qingshan

152 C p.
artikel
17 Clogging effect of fines in seepage erosion by using CFD–DEM Xiong, Hao

152 C p.
artikel
18 Closed-form formulation for the response of single floating piles to lateral dynamic loads Zheng, Changjie

152 C p.
artikel
19 Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems Sabetamal, Hassan

152 C p.
artikel
20 Data-driven strain–stress modelling of granular materials via temporal convolution neural network Wang, Mengqi

152 C p.
artikel
21 DEM-continuum mechanics coupling simulation of cutting reinforced concrete pile by shield machine Liu, Bo

152 C p.
artikel
22 Dynamic propagation behaviors of hydraulic fracture networks considering hydro-mechanical coupling effects in tight oil and gas reservoirs: A multi-thread parallel computation method Wang, Yongliang

152 C p.
artikel
23 Editorial Board
152 C p.
artikel
24 Effect of anisotropic creep on the convergence of deep drifts in Callovo-Oxfordian claystone Jung, Sophie

152 C p.
artikel
25 Effect of the pile diameter and slope on the undrained lateral response of the Large–Diameter pile Sun, Bowen

152 C p.
artikel
26 Enhancing fracture network characterization: A data-driven, outcrop-based analysis Zhu, Weiwei

152 C p.
artikel
27 Geotechnical RBDO: Coupling the inverse reliability algorithm with multi-objective reliability-based design optimization of geotechnical systems Zhang, Zheming

152 C p.
artikel
28 Influence of grouting on rehabilitation of an over-deformed shield tunnel lining in spatially variable soil Zhang, Dong-Ming

152 C p.
artikel
29 Innovative Timoshenko soil-pile integrated element for lager diameter laterally-loaded piles considering soil-pile interactions Li, Xue-You

152 C p.
artikel
30 Machine learning approaches for prediction of fine-grained soils liquefaction Ozsagir, Mustafa

152 C p.
artikel
31 Microscopic mechanism analysis of influence of high effective confining pressure on mechanical properties of hydrate-bearing sediments Xu, Jialin

152 C p.
artikel
32 Molecular dynamics modeling of cracks in dry clay sheets at the nanoscale Zhang, Zhe

152 C p.
artikel
33 Novel insights into the long-term retardation of GMZ01 to U(VI): based on molecular dynamics and numerical simulation Yang, Wei

152 C p.
artikel
34 Numerical investigation of the effect of particle gradation on the lateral response of pile in coral sand Wang, Chunyan

152 C p.
artikel
35 One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading Li, Linzhong

152 C p.
artikel
36 Prediction of mechanical behavior of rocks with strong strain-softening effects by a deep-learning approach Shi, L.L.

152 C p.
artikel
37 Quantifying the impact load of rapid dry granular flows exerted on rigid slit structures using centrifuge experiments and DEM simulation Huang, Yu

152 C p.
artikel
38 Seepage induced displacements of suction caissons: FE analysis Park, Sunji

152 C p.
artikel
39 Seismic bearing capacity factor N γ for a rough strip footing on sloping ground Kumar, Jyant

152 C p.
artikel
40 Seismic response of shield tunnel structure embedded in soil deposit with liquefiable interlayer Shen, Yiyao

152 C p.
artikel
41 Strain-dependent slope stability for earthquake loading Schmüdderich, Christoph

152 C p.
artikel
42 Stress overshooting solution for soil plasticity models Chen, Liuxin

152 C p.
artikel
43 Study on the dynamic mechanism of soil desiccation cracking by surface strain/displacement analysis Tang, Chao-Sheng

152 C p.
artikel
44 The influence of the intermediate stress on the plane strain strength Teunissen, J.A.M.

152 C p.
artikel
45 Theoretical study of S wave passing through a double-layer wave impeding block in the unsaturated soil Ma, Qiang

152 C p.
artikel
                             45 gevonden resultaten
 
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