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                             32 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A combined numerical-experimental approach to analyzing fracture initiation and development in brittle rocks Kumar Verma, Rupesh

145 C p.
artikel
2 A mixed constant-stress smoothed-strain element with a cubic bubble function for elastoplastic analysis using second-order cone programming Zhou, Xi-Wen

145 C p.
artikel
3 Analysis method for bearing capacity of laterally loaded rigid piles on slopes using improved failure wedge model Chen, Lujie

145 C p.
artikel
4 Analytical relations for the mechanical properties of full-length bonded rock bolts when subjected to freeze–thaw processes Zhang, Weili

145 C p.
artikel
5 An Automatic Adaptive Edge-based Smoothed Point Interpolation Method for Coupled Flow-Deformation Analysis of Saturated Porous Media Salehi Dezfooli, Mojtaba

145 C p.
artikel
6 A new viscoelastic artificial boundary with improved numerical stability in explicit calculation of wave propagation problems in infinite domains Bao, Xin

145 C p.
artikel
7 An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements Martinelli, Mario

145 C p.
artikel
8 A non-local frost heave model based on peridynamics theory Zhou, Yanqiao

145 C p.
artikel
9 A probabilistic Q-system using the Markov chain to predict rock mass quality in tunneling Lu, Hui

145 C p.
artikel
10 Assessment of thermal, hydraulic, and mechanical constitutive relations on the temperature-induced stress and pore fluid pressure in saturated clays Tamizdoust, Mohammadreza Mir

145 C p.
artikel
11 Cavity expansion analysis of normal indention of rocks with lateral confinement Cheng, Yan

145 C p.
artikel
12 Coupled multiphase flow and pore compression computational model for extraction of offshore gas hydrates Zhang, Pengwei

145 C p.
artikel
13 Coupled thermal-hydrodynamic-mechanical–chemical numerical simulation for gas production from hydrate-bearing sediments based on hybrid finite volume and finite element method Wan, Yizhao

145 C p.
artikel
14 Discrete element method analysis of non-linear stiffness for granular media Nguyen, H.C.

145 C p.
artikel
15 Dynamic pile-head stiffness of laterally loaded end-bearing pile in linear viscoelastic soil − A comparative study Gupta, Bipin K.

145 C p.
artikel
16 Editorial Board
145 C p.
artikel
17 Effects of fracture network distribution on excavation-induced coupled responses of pore pressure perturbation and rock mass deformation Zhao, Chenxi

145 C p.
artikel
18 Establishing an oblique impact breakage master curve using a DEM bonded contact model Wang, Li Ge

145 C p.
artikel
19 Hydro-mechanical behaviour of soils during water-soil gushing in shield tunnels using MPM Xie, Xiao-Chuang

145 C p.
artikel
20 Implementation of manifold coverage for 3D rock fracture network modeling and its application in rock permeability prediction Xiao, Huaiguang

145 C p.
artikel
21 Modeling of flexible membrane boundary using discrete element method for drained/undrained triaxial test Li, Zhaofeng

145 C p.
artikel
22 Numerical analysis of fracture deformation and instability during CO2 geological sequestration using a THM-XFEM coupled model Cheng, Long

145 C p.
artikel
23 Numerical study on spalling failure of rock surrounding deep buried tunnel based on DEM Chen, Long

145 C p.
artikel
24 Numerical study on the installation effect of a jacked pile in sands on the pile vertical bearing capacities Su, Dong

145 C p.
artikel
25 On the selection of joint constitutive models for geomechanics simulation of fractured rocks Lei, Qinghua

145 C p.
artikel
26 Proposal of a chemical weathering model for mechanical analysis of cemented sandstone using DDA Gao, Jingyao

145 C p.
artikel
27 Reliability analysis of shallow-buried tunnel construction adjacent to karst cave Wu, Bo

145 C p.
artikel
28 Reliability and sensitivity analyses of discrete fracture network based contaminant transport model in fractured rocks Geetha Manjari, K.

145 C p.
artikel
29 Strain localisation in sensitive clays: can rate dependency provide mesh independent results? Rødvand, Laura A.

145 C p.
artikel
30 Three-dimensional modeling of the mechanical behavior of a single pile in unsaturated expansive soils during infiltration Wu, Xingyi

145 C p.
artikel
31 Uncertainty quantification for the mechanical behavior of fully grouted rockbolts subjected to pull-out tests Zhang, Lin

145 C p.
artikel
32 Vertical dynamic interaction factors for offshore thin-walled pipe piles He, Rui

145 C p.
artikel
                             32 gevonden resultaten
 
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