| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A degradation–consolidation model for the stabilization behavior of landfilled municipal solid waste
|
Chen, Y.M.
|
|
|
118 |
C |
p.
|
artikel
|
| 2 |
A distinct element based two-stage-structural model for investigation of the development process and failure mechanism of strainburst
|
Hu, Lihua
|
|
|
118 |
C |
p.
|
artikel
|
| 3 |
A full-stage parallel architecture of three-dimensional discontinuous deformation analysis using OpenMP
|
Peng, Xinyan
|
|
|
118 |
C |
p.
|
artikel
|
| 4 |
A generalised constitutive model for unsaturated compacted soils considering wetting/drying cycles and environmentally-stabilised line
|
Kodikara, J.
|
|
|
118 |
C |
p.
|
artikel
|
| 5 |
A GPU-based numerical manifold method for modeling the formation of the excavation damaged zone in deep rock tunnels
|
Liu, Quanshen
|
|
|
118 |
C |
p.
|
artikel
|
| 6 |
Analysis of the load exerted by debris flows on filter barriers: Comparison between numerical results and field measurements
|
Leonardi, Alessandro
|
|
|
118 |
C |
p.
|
artikel
|
| 7 |
Analytical analysis of the mechanical and hydrological effects of vegetation on shallow slope stability
|
Feng, S.
|
|
|
118 |
C |
p.
|
artikel
|
| 8 |
Analytical solution for free strain consolidation of stone column-reinforced soft ground considering spatial variation of total stress and drain resistance
|
Doan, Sam
|
|
|
118 |
C |
p.
|
artikel
|
| 9 |
Analytical study of the dynamic response of a double-beam model for a geosynthetic-reinforced embankment under traffic loads
|
Zhang, Ling
|
|
|
118 |
C |
p.
|
artikel
|
| 10 |
An analysis of the effects of the size ratio and fines content on the shear behaviors of binary mixtures using DEM
|
Zhu, Yangui
|
|
|
118 |
C |
p.
|
artikel
|
| 11 |
A new capillary barrier system for retaining wall backfilled with fine-grained soil
|
Chen, Yanbo
|
|
|
118 |
C |
p.
|
artikel
|
| 12 |
A novel simple practical thermal-hydraulic-mechanical (THM) coupling model with water-ice phase change
|
Li, Guofeng
|
|
|
118 |
C |
p.
|
artikel
|
| 13 |
A study on Bonded Block Model (BBM) complexity for simulation of laboratory-scale stress-strain behavior in granitic rocks
|
Sinha, Sankhaneel
|
|
|
118 |
C |
p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
|
118 |
C |
p.
|
artikel
|
| 15 |
Energy-based prediction of volume loss ratio and plastic zone dimension of shallow tunnelling
|
Liu, Xiang
|
|
|
118 |
C |
p.
|
artikel
|
| 16 |
Failure mechanism and bearing capacity of vertically loaded pile with partially-screwed shaft: Experiment and simulations
|
Chen, Yadong
|
|
|
118 |
C |
p.
|
artikel
|
| 17 |
Heat, water and solute transfer in saline loess under uniaxial freezing condition
|
Xu, Jian
|
|
|
118 |
C |
p.
|
artikel
|
| 18 |
Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model
|
Liu, Lei-Lei
|
|
|
118 |
C |
p.
|
artikel
|
| 19 |
Intergranular-strain elastic model for recent stress history effects on clay
|
Shi, Zhenhao
|
|
|
118 |
C |
p.
|
artikel
|
| 20 |
Investigation of dilatancy angle effects on slope stability using the 3D finite element method strength reduction technique
|
Lin, Horn-Da
|
|
|
118 |
C |
p.
|
artikel
|
| 21 |
Mechanisms of soil plug formation of open-ended jacked pipe pile in clay
|
Wang, Teng
|
|
|
118 |
C |
p.
|
artikel
|
| 22 |
Modeling multivariate distribution of multiple soil parameters using vine copula model
|
Lü, Tian-Jian
|
|
|
118 |
C |
p.
|
artikel
|
| 23 |
Modeling time-dependent deformation behavior of brittle rock using grain-based stress corrosion method
|
Liu, Guang
|
|
|
118 |
C |
p.
|
artikel
|
| 24 |
Model tests of the effect of active roof support on the working stability of a longwall
|
Rajwa, Sylwester
|
|
|
118 |
C |
p.
|
artikel
|
| 25 |
Multiscale modeling for analyzing slip weakening at material interfaces
|
Ai, Shu-Gang
|
|
|
118 |
C |
p.
|
artikel
|
| 26 |
Nonlinear dynamic response and damage analysis of hydraulic arched tunnels subjected to P waves with arbitrary incoming angles
|
Sun, Benbo
|
|
|
118 |
C |
p.
|
artikel
|
| 27 |
Nonlinear subgrade modulus of sandy soils for analysis of piled raft foundations
|
Bhartiya, Priyanka
|
|
|
118 |
C |
p.
|
artikel
|
| 28 |
Non-orthogonal elastoplastic constitutive model for sand with dilatancy
|
Liang, Jingyu
|
|
|
118 |
C |
p.
|
artikel
|
| 29 |
Numerical analyses of an experimental excavation supported by panels of lime-cement columns
|
Ignat, Razvan
|
|
|
118 |
C |
p.
|
artikel
|
| 30 |
Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel
|
Zhang, Mingju
|
|
|
118 |
C |
p.
|
artikel
|
| 31 |
Numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay
|
Lai, Fengwen
|
|
|
118 |
C |
p.
|
artikel
|
| 32 |
On the optimization of site investigation programs using centroidal Voronoi tessellation and random field theory
|
Huang, Linchong
|
|
|
118 |
C |
p.
|
artikel
|
| 33 |
Performances of geo-reinforced and stone column-supported embankment by a mounting-beams model
|
Zhang, Ling
|
|
|
118 |
C |
p.
|
artikel
|
| 34 |
Piecewise-linear large-strain model for radial consolidation with non-Darcian flow and general constitutive relationships
|
Pu, Hefu
|
|
|
118 |
C |
p.
|
artikel
|
| 35 |
Ranking of influence factors and control technologies for the post-construction settlement of loess high-filling embankments
|
Zhu, Caihui
|
|
|
118 |
C |
p.
|
artikel
|
| 36 |
Reliability analysis of deep underground research laboratory in Beishan for geological disposal of high-level radioactive waste
|
Zhang, Yue
|
|
|
118 |
C |
p.
|
artikel
|
| 37 |
Reliability analysis of rapid drawdown of an earth dam using direct coupling
|
Siacara, A.T.
|
|
|
118 |
C |
p.
|
artikel
|
| 38 |
Seismic rotational stability analysis of reinforced soil retaining walls
|
Xu, Peng
|
|
|
118 |
C |
p.
|
artikel
|
| 39 |
Subset simulation for efficient slope reliability analysis involving copula-based cross-correlated random fields
|
Wang, Mao-Xin
|
|
|
118 |
C |
p.
|
artikel
|
| 40 |
The role of concrete creep under sustained loading, during thermo-mechanical testing of energy piles
|
Bourne-Webb, P.J.
|
|
|
118 |
C |
p.
|
artikel
|
| 41 |
The use of improved radial movement optimization to calculate the ultimate bearing capacity of a nonhomogeneous clay foundation adjacent to slopes
|
Jin, Liangxing
|
|
|
118 |
C |
p.
|
artikel
|
| 42 |
Upper-bound limit analysis of passive failure of a 3D shallow tunnel face under the bidirectional inclined ground surfaces
|
Li, DeJian
|
|
|
118 |
C |
p.
|
artikel
|
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