| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A CFD–DEM study on the suffusion and shear behaviors of gap-graded soils under stress anisotropy
|
Hu, Z.
|
|
|
18 |
6 |
p. 3091-3110
|
artikel
|
| 2 |
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions
|
Liu, Yajing
|
|
|
18 |
6 |
p. 3111-3132
|
artikel
|
| 3 |
8A hybrid mechanism for local failure of tunnel face collapse in c-φ soils
|
Liu, Wei
|
|
|
18 |
6 |
p. 3077-3089
|
artikel
|
| 4 |
BCV bentonite hydromechanical behaviour and modelling
|
Svoboda, Jiří
|
|
|
18 |
6 |
p. 3193-3211
|
artikel
|
| 5 |
Constitutive model for soil-rock mixtures in the light of an updated skeleton void ratio concept
|
Wang, Tao
|
|
|
18 |
6 |
p. 2991-3003
|
artikel
|
| 6 |
Convergence-confinement analysis for tunnels with combined bolt–cable system considering the effects of intermediate principal stress
|
Sun, Zhenyu
|
|
|
18 |
6 |
p. 3323-3348
|
artikel
|
| 7 |
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method
|
Soranzo, Enrico
|
|
|
18 |
6 |
p. 3391-3402
|
artikel
|
| 8 |
Cyclic stress–dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress–dilatancy conjugates
|
Tsegaye, Anteneh Biru
|
|
|
18 |
6 |
p. 3005-3025
|
artikel
|
| 9 |
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows
|
Xu, Tibing
|
|
|
18 |
6 |
p. 3133-3152
|
artikel
|
| 10 |
Effect of pH on soil improvement using one-phase-low-pH MICP or EICP biocementation method
|
Lai, Han-Jiang
|
|
|
18 |
6 |
p. 3259-3272
|
artikel
|
| 11 |
Energy-based evaluation of undrained cyclic behavior of marine soft clay under multidirectional simple shear stress paths
|
Jin, Hongxu
|
|
|
18 |
6 |
p. 2883-2898
|
artikel
|
| 12 |
Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus
|
Zhou, Shunhua
|
|
|
18 |
6 |
p. 2899-2913
|
artikel
|
| 13 |
Exploring the application of the MICP technique for the suppression of erosion in granite residual soil in Shantou using a rainfall erosion simulator
|
Wang, Yan-Ning
|
|
|
18 |
6 |
p. 3273-3285
|
artikel
|
| 14 |
Highly efficient reliability analysis of anisotropic heterogeneous slopes: machine learning-aided Monte Carlo method
|
Aminpour, Mohammad
|
|
|
18 |
6 |
p. 3367-3389
|
artikel
|
| 15 |
Hydrophilic dispersion polymer material for sand treatment: an investigation of mechanical improvement and microstructural characteristics
|
Che, Wenyue
|
|
|
18 |
6 |
p. 3229-3257
|
artikel
|
| 16 |
Interface stress relaxation behavior of grouted anchors in red clay: experimental study and a disturbed state concept-based theoretical model
|
Zhu, Shimin
|
|
|
18 |
6 |
p. 3287-3306
|
artikel
|
| 17 |
Large strain consolidation of dredged slurries considering clogging effect with coupled vertical–radial flow
|
Liu, Sijie
|
|
|
18 |
6 |
p. 3177-3192
|
artikel
|
| 18 |
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests
|
Fang, Yong
|
|
|
18 |
6 |
p. 3307-3322
|
artikel
|
| 19 |
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins
|
Lu, Yimin
|
|
|
18 |
6 |
p. 2869-2882
|
artikel
|
| 20 |
On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis
|
Qin, Changbing
|
|
|
18 |
6 |
p. 3153-3175
|
artikel
|
| 21 |
Predicting occurrence of liquefaction-induced lateral spreading using gradient boosting algorithms integrated with particle swarm optimization: PSO-XGBoost, PSO-LightGBM, and PSO-CatBoost
|
Demir, Selçuk
|
|
|
18 |
6 |
p. 3403-3419
|
artikel
|
| 22 |
Progressive development of soil arching based on multiple-trapdoor tests
|
Tao, Feng-Juan
|
|
|
18 |
6 |
p. 3061-3076
|
artikel
|
| 23 |
Real-time monitoring and quality assessment of subgrade compaction: key factors and ANN model
|
Wang, Xuefei
|
|
|
18 |
6 |
p. 3349-3366
|
artikel
|
| 24 |
Relationship between acoustic emission and energy dissipation: a DEM study of soil–structure interaction
|
Li, Shijin
|
|
|
18 |
6 |
p. 2971-2990
|
artikel
|
| 25 |
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate
|
Ads, Abdelaziz
|
|
|
18 |
6 |
p. 3043-3059
|
artikel
|
| 26 |
Sustainable biopolymer soil stabilisation: the effect of microscale chemical characteristics on macroscale mechanical properties
|
Armistead, Samuel J.
|
|
|
18 |
6 |
p. 3213-3227
|
artikel
|
| 27 |
The failure modes of granular material in undrained cyclic loading: a critical state approach using DEM
|
Kolapalli, Rohini
|
|
|
18 |
6 |
p. 2945-2970
|
artikel
|
| 28 |
Towards universality of extended seismic laws with largest labquakes
|
Doanh, T.
|
|
|
18 |
6 |
p. 3027-3042
|
artikel
|
| 29 |
Undrained cyclic behaviors of fiber-reinforced calcareous sand under multidirectional simple shear stress path
|
Zhou, Lin
|
|
|
18 |
6 |
p. 2929-2943
|
artikel
|
| 30 |
Undrained monotonic shear behavior of sand mixed with a small amount of fines content
|
Tamang, Bibek
|
|
|
18 |
6 |
p. 2915-2927
|
artikel
|
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