| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A cohesive grain based model to simulate shear behaviour of rock joints with asperity damage in polycrystalline rock
|
Saadat, Mahdi
|
|
|
117 |
C |
p.
|
article
|
| 2 |
A consolidation modelling algorithm based on the unified hardening constitutive relation and Hansbo's flow rule
|
Liu, Zhongyu
|
|
|
117 |
C |
p.
|
article
|
| 3 |
A coupling rational finite element-boundary element method for a laterally loaded pile in transversely isotropic poroelastic soils
|
Ai, Zhi Yong
|
|
|
117 |
C |
p.
|
article
|
| 4 |
A fully coupled thermo-poro-mechanical finite element analysis to predict the thermal pressurization and thermally induced pore fluid flow in soil media
|
Tamizdoust, Mohammadreza Mir
|
|
|
117 |
C |
p.
|
article
|
| 5 |
A heuristic model inversion for coupled thermo-hydro-mechanical modelling of triaxial experiments
|
Lin, Jack
|
|
|
117 |
C |
p.
|
article
|
| 6 |
A methodology for uncertainty analysis of landslides triggered by an earthquake
|
Khalaj, Saeed
|
|
|
117 |
C |
p.
|
article
|
| 7 |
Analysis and design of two layered flexible pavement systems: A new mechanistic approach
|
Singh, Avinash Kumar
|
|
|
117 |
C |
p.
|
article
|
| 8 |
An analytical model for estimating the force and displacement of fully grouted rock bolts
|
Zhang, Weili
|
|
|
117 |
C |
p.
|
article
|
| 9 |
A new wetting deformation simulation method based on changes in mechanical properties
|
Zhou, Xiongxiong
|
|
|
117 |
C |
p.
|
article
|
| 10 |
A quasi-equal strain solution for the consolidation of a rigid pile composite foundation under embankment loading condition
|
Lang, Ruiqing
|
|
|
117 |
C |
p.
|
article
|
| 11 |
Assessment model of pipe–soil interaction during large-amplitude lateral displacements for deep-water pipelines
|
Kong, Deqiong
|
|
|
117 |
C |
p.
|
article
|
| 12 |
A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis
|
Wei, Yuan
|
|
|
117 |
C |
p.
|
article
|
| 13 |
A three-dimensional numerical meso-approach to modeling time-independent deformation and fracturing of brittle rocks
|
Zhou, Guang-lei
|
|
|
117 |
C |
p.
|
article
|
| 14 |
Bearing capacity of embedded foundations using quasi-kinematic limit analysis
|
Mohapatra, Debasis
|
|
|
117 |
C |
p.
|
article
|
| 15 |
Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions
|
Chen, Jian
|
|
|
117 |
C |
p.
|
article
|
| 16 |
Complex modulus modeling of asphalt concrete mixes using the Non-Smooth Contact Dynamics method
|
Quezada, Juan Carlos
|
|
|
117 |
C |
p.
|
article
|
| 17 |
Computing drag and interactions between fluid and polydisperse particles in saturated granular materials
|
Knight, Chris
|
|
|
117 |
C |
p.
|
article
|
| 18 |
Consolidation analysis for layered transversely isotropic viscoelastic media with compressible constituents due to tangential circular loads
|
Ai, Zhi Yong
|
|
|
117 |
C |
p.
|
article
|
| 19 |
Discontinuous deformation analysis for SH-body
|
Fan, Huo
|
|
|
117 |
C |
p.
|
article
|
| 20 |
Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction
|
Luan, Lubao
|
|
|
117 |
C |
p.
|
article
|
| 21 |
Editorial Board
|
|
|
|
117 |
C |
p.
|
article
|
| 22 |
Elastoplastic Cosserat continuum model considering strength anisotropy and its application to the analysis of slope stability
|
Tang, Hongxiang
|
|
|
117 |
C |
p.
|
article
|
| 23 |
Failure potential of a circular tunnel face under steady-state unsaturated flow condition
|
Li, T.Z.
|
|
|
117 |
C |
p.
|
article
|
| 24 |
Formulation and implementation of a practical multi-surface soil plasticity model
|
Whyte, S.A.
|
|
|
117 |
C |
p.
|
article
|
| 25 |
Fractional viscoelastic analytical solution for the ground displacement of a shallow tunnel based on a time-dependent unified displacement function
|
Lu, Dechun
|
|
|
117 |
C |
p.
|
article
|
| 26 |
Hydro-mechanical coupling in unsaturated soils covering a non-deformable structure
|
Wu, L.Z.
|
|
|
117 |
C |
p.
|
article
|
| 27 |
Influence of the softening stress path on crack development around underground excavations: Insights from 2D-FDEM modelling
|
Deng, Penghai
|
|
|
117 |
C |
p.
|
article
|
| 28 |
Lining performance optimization of sub-rectangular tunnels using the Hyperstatic Reaction Method
|
Du, Dianchun
|
|
|
117 |
C |
p.
|
article
|
| 29 |
Method for estimating wall deflection of narrow excavations in clay
|
Yang, Xiuhan
|
|
|
117 |
C |
p.
|
article
|
| 30 |
New interaction model for the annular zone of stepped piles with respect to their vertical dynamic characteristics
|
Wang, Ning
|
|
|
117 |
C |
p.
|
article
|
| 31 |
Nonlinear analysis of combined loaded rigid piles in cohesionless soil slope
|
Jiang, Chong
|
|
|
117 |
C |
p.
|
article
|
| 32 |
On the initiation, propagation and reorientation of simultaneously-induced multiple hydraulic fractures
|
Duan, Kang
|
|
|
117 |
C |
p.
|
article
|
| 33 |
On the use of the global sensitivity analysis in the reliability-based design: Insights from a tunnel support case
|
Fang, Yanbing
|
|
|
117 |
C |
p.
|
article
|
| 34 |
Plasticity solution for the limit vertical pressure of a single rigid pile with a pile cap in soft soil
|
Zhou, Hang
|
|
|
117 |
C |
p.
|
article
|
| 35 |
Plastic modeling of porous rocks in drained and undrained conditions
|
Han, B.
|
|
|
117 |
C |
p.
|
article
|
| 36 |
Reliability analysis on permanent displacement of earth slopes using the simplified Bishop method
|
Ji, Jian
|
|
|
117 |
C |
p.
|
article
|
| 37 |
Safety factor analysis of a tunnel face with an unsupported span in cohesive-frictional soils
|
Zhang, Xiao
|
|
|
117 |
C |
p.
|
article
|
| 38 |
Shallow slope stability evolution during rainwater infiltration considering soil cracking state
|
Zhang, Jian
|
|
|
117 |
C |
p.
|
article
|
| 39 |
Simplified risk assessment for a spatially variable undrained long slope
|
Lee, Szu-Wei
|
|
|
117 |
C |
p.
|
article
|
| 40 |
Simulation of the inclined jointed rock mass behaviors in a mountain tunnel excavation using DDA
|
Do, Trong Nhan
|
|
|
117 |
C |
p.
|
article
|
| 41 |
Simulation of thermal cracking in anisotropic shale formations using the combined finite-discrete element method
|
Sun, Lei
|
|
|
117 |
C |
p.
|
article
|
| 42 |
Stability of inner dump slope and analytical solution based on circular failure: Illustrated with a case study
|
Wang, Zhiliu
|
|
|
117 |
C |
p.
|
article
|
| 43 |
Statistical volume element averaging scheme for fracture of quasi-brittle materials
|
Garrard, Justin M.
|
|
|
117 |
C |
p.
|
article
|
| 44 |
The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation
|
Huang, Fu
|
|
|
117 |
C |
p.
|
article
|
| 45 |
The last entrance plane method for contact indeterminacy between convex polyhedral blocks
|
Wang, Xi
|
|
|
117 |
C |
p.
|
article
|
| 46 |
Three dimensional discrete element simulation of cylindrical cavity expansion from zero initial radius in sand
|
Dong, Yang
|
|
|
117 |
C |
p.
|
article
|
| 47 |
Undrained stability of unsupported rectangular excavations in non-homogeneous clays
|
Ukritchon, Boonchai
|
|
|
117 |
C |
p.
|
article
|
| 48 |
Vibration mitigation in saturated soil by periodic pile barriers
|
Meng, Lingkai
|
|
|
117 |
C |
p.
|
article
|
Journal description