| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A coupled stress–strain and hydraulic hysteresis model for unsaturated soils: Thermodynamic analysis and model evaluation
|
Hu, Ran
|
|
2015
|
63 |
C |
p. 159-170
12 p.
|
article
|
| 2 |
Advances in three-dimensional block cutting analysis and its applications
|
Zhang, Qi-hua
|
|
2015
|
63 |
C |
p. 26-32
7 p.
|
article
|
| 3 |
An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities
|
Zhou, Annan
|
|
2015
|
63 |
C |
p. 46-66
21 p.
|
article
|
| 4 |
Analysis of cohesive cracking in saturated porous media using an extrinsically enriched EFG method
|
Goudarzi, Mohsen
|
|
2015
|
63 |
C |
p. 183-198
16 p.
|
article
|
| 5 |
A numerical study into factors affecting stress and pore pressure in free draining mine stopes
|
Doherty, James P.
|
|
2015
|
63 |
C |
p. 331-341
11 p.
|
article
|
| 6 |
Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions
|
Hamann, Thorben
|
|
2015
|
63 |
C |
p. 279-290
12 p.
|
article
|
| 7 |
A shrunken edge algorithm for contact detection between convex polyhedral blocks
|
Wang, Jie
|
|
2015
|
63 |
C |
p. 315-330
16 p.
|
article
|
| 8 |
A simple prediction model for wall deflection caused by braced excavation in clays
|
Zhang, Wengang
|
|
2015
|
63 |
C |
p. 67-72
6 p.
|
article
|
| 9 |
A two-dimensional gas flow model for layered municipal solid waste landfills
|
Feng, Shi-Jin
|
|
2015
|
63 |
C |
p. 135-145
11 p.
|
article
|
| 10 |
Constitutive modelling of cohesionless soils and interfaces with various internal states: An elasto-plastic approach
|
Duriez, J.
|
|
2015
|
63 |
C |
p. 33-45
13 p.
|
article
|
| 11 |
Corrigendum to “Advance numerical simulation of tunneling by using a double shield TBM” [Comput. Geotech. 57 (2014) 37–52]
|
Hasanpour, Rohola
|
|
2015
|
63 |
C |
p. 342-
1 p.
|
article
|
| 12 |
Coupled discrete element–finite difference method for analysing the load-deformation behaviour of a single stone column in soft soil
|
Indraratna, Buddhima
|
|
2015
|
63 |
C |
p. 267-278
12 p.
|
article
|
| 13 |
Coupling of soil deformation and pore fluid flow using material point method
|
Bandara, Samila
|
|
2015
|
63 |
C |
p. 199-214
16 p.
|
article
|
| 14 |
Editorial Board
|
|
|
2015
|
63 |
C |
p. IFC-
1 p.
|
article
|
| 15 |
Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion
|
Zhao, Lianheng
|
|
2015
|
63 |
C |
p. 215-228
14 p.
|
article
|
| 16 |
Estimation of load-sharing ratios for piled rafts in sands that includes interaction effects
|
Lee, Junhwan
|
|
2015
|
63 |
C |
p. 306-314
9 p.
|
article
|
| 17 |
Estimation of the hydraulic conductivity of soils improved with vertical drains
|
Karim, Md Rajibul
|
|
2015
|
63 |
C |
p. 299-305
7 p.
|
article
|
| 18 |
Evaluating suction profile in a vegetated slope considering uncertainty in transpiration
|
Zhu, H.
|
|
2015
|
63 |
C |
p. 112-120
9 p.
|
article
|
| 19 |
Influence of river level fluctuations and climate on riverbank stability
|
Liang, C.
|
|
2015
|
63 |
C |
p. 83-98
16 p.
|
article
|
| 20 |
Modeling heat transfer between a freeze pipe and the surrounding ground during artificial ground freezing activities
|
Vitel, M.
|
|
2015
|
63 |
C |
p. 99-111
13 p.
|
article
|
| 21 |
Non-linear analysis of vertically loaded piled rafts
|
Basile, Francesco
|
|
2015
|
63 |
C |
p. 73-82
10 p.
|
article
|
| 22 |
Non-linear soil–structure interaction in disconnected piled raft foundations
|
Tradigo, F.
|
|
2015
|
63 |
C |
p. 121-134
14 p.
|
article
|
| 23 |
Numerical analyses of load tests on model foundations in dry sand
|
Unsever, Y.S.
|
|
2015
|
63 |
C |
p. 255-266
12 p.
|
article
|
| 24 |
Numerical investigation of unstable rock failure in underground mining condition
|
Gu, R.
|
|
2015
|
63 |
C |
p. 171-182
12 p.
|
article
|
| 25 |
Slope stability analysis using the limit equilibrium method and two finite element methods
|
Liu, S.Y.
|
|
2015
|
63 |
C |
p. 291-298
8 p.
|
article
|
| 26 |
System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling
|
Kang, Fei
|
|
2015
|
63 |
C |
p. 13-25
13 p.
|
article
|
| 27 |
The embedded pile concept – Verification of an efficient tool for modelling complex deep foundations
|
Tschuchnigg, F.
|
|
2015
|
63 |
C |
p. 244-254
11 p.
|
article
|
| 28 |
Three-dimensional numerical analysis for the longitudinal seismic response of tunnels under an asynchronous wave input
|
Li, Peng
|
|
2015
|
63 |
C |
p. 229-243
15 p.
|
article
|
| 29 |
Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel
|
Shi, Jiangwei
|
|
2015
|
63 |
C |
p. 146-158
13 p.
|
article
|
| 30 |
Transient analysis of wave propagation in layered soil by using the scaled boundary finite element method
|
Chen, Xiaojun
|
|
2015
|
63 |
C |
p. 1-12
12 p.
|
article
|
Journal description