| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A DEM-based Euler–Lagrange model for motion of particle–fluid two-phase mixtures
|
Li, Wenxin
|
|
|
19 |
2 |
p. 971-989
|
artikel
|
| 2 |
A 3D image-based method to measure soil stiffness in triaxial tests
|
Wang, Zewen
|
|
|
19 |
2 |
p. 651-668
|
artikel
|
| 3 |
A mechanistic model for porosity and permeability in deformable hydrate-bearing sediments with various hydrate growth patterns
|
Zhang, N.
|
|
|
19 |
2 |
p. 855-880
|
artikel
|
| 4 |
Anisotropy state variable based on phase transformation for generalized plasticity constitutive model
|
García-García, Marcos
|
|
|
19 |
2 |
p. 899-916
|
artikel
|
| 5 |
A study of overtopping breach process with soil–water erosion using improved smoothed particle hydrodynamics
|
Chen, Ding
|
|
|
19 |
2 |
p. 939-951
|
artikel
|
| 6 |
Clay hypoplasticity coupled with small-strain approaches for complex cyclic loading
|
Medicus, Gertraud
|
|
|
19 |
2 |
p. 631-650
|
artikel
|
| 7 |
Crack mode-changing stress level in porous rocks under polyaxial stress conditions
|
Mutaz, E.
|
|
|
19 |
2 |
p. 783-803
|
artikel
|
| 8 |
Critical state analysis of two compacted filtered iron ore tailings with different gradings and mineralogy at different stages of treatment
|
Consoli, Nilo Cesar
|
|
|
19 |
2 |
p. 881-898
|
artikel
|
| 9 |
Dynamic mechanical behaviors of coral sand under drop weight impact
|
Ma, Linjian
|
|
|
19 |
2 |
p. 699-716
|
artikel
|
| 10 |
Effect of cyclic loading at a large number of cycles on the bearing capacity of piles in sand
|
Bekki, Hadj
|
|
|
19 |
2 |
p. 591-604
|
artikel
|
| 11 |
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests
|
Liu, Zhiming
|
|
|
19 |
2 |
p. 805-819
|
artikel
|
| 12 |
Evolution of maximum shear modulus and compression index of rigid–soft mixtures under repetitive K0 loading conditions
|
Won, Jongmuk
|
|
|
19 |
2 |
p. 1047-1062
|
artikel
|
| 13 |
Experimental study on cyclic behavior of aeolian sand stabilized with geopolymer and fines
|
Chen, Rui
|
|
|
19 |
2 |
p. 669-683
|
artikel
|
| 14 |
Experimental study on static and dynamic characteristics of geopolymer-stabilized coarse-grained soils
|
Wang, Shengnian
|
|
|
19 |
2 |
p. 717-739
|
artikel
|
| 15 |
Experimental study on the erosion morphology of fine sand under converging flow considering the impact of soil effective stress
|
Zheng, Gang
|
|
|
19 |
2 |
p. 1129-1135
|
artikel
|
| 16 |
Experimental study on the thixotropic mechanism of deep-sea clay from the perspective of microstructure and bound water
|
Ren, Yubin
|
|
|
19 |
2 |
p. 685-698
|
artikel
|
| 17 |
Influence of excavation stress paths on failure feature of deep hard rocks
|
Gu, Liangjie
|
|
|
19 |
2 |
p. 1107-1128
|
artikel
|
| 18 |
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder
|
Núñez, Victor
|
|
|
19 |
2 |
p. 741-762
|
artikel
|
| 19 |
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure
|
Zheng, G.
|
|
|
19 |
2 |
p. 763-781
|
artikel
|
| 20 |
Microstructural investigation of the unsaturated hydraulic properties of hydrochar-amended soils
|
Dong, Huan
|
|
|
19 |
2 |
p. 833-853
|
artikel
|
| 21 |
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures
|
Farooq, Mohammad Adnan
|
|
|
19 |
2 |
p. 605-630
|
artikel
|
| 22 |
Nonzero angle between the directions of matric suction and gravity during horizontal freezing
|
Shen, Yupeng
|
|
|
19 |
2 |
p. 821-831
|
artikel
|
| 23 |
Practical considerations for the complete 3D in situ stress estimation from convergence data using the D3 method
|
Zou, D. H. Steve
|
|
|
19 |
2 |
p. 1063-1081
|
artikel
|
| 24 |
Reliability-based design improvement and prediction of steel driven pile resistances in rock-based intermediate geomaterials
|
Masud, Nafis Bin
|
|
|
19 |
2 |
p. 1083-1105
|
artikel
|
| 25 |
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks
|
Xue, Dawei
|
|
|
19 |
2 |
p. 917-937
|
artikel
|
| 26 |
Single-layer soil-water coupled SPH method and its application to sinkhole simulation
|
Chen, Xiaoyu
|
|
|
19 |
2 |
p. 991-1018
|
artikel
|
| 27 |
SPH–DEM modeling overtopping failure of earthfill dams
|
Su, Zhengyang
|
|
|
19 |
2 |
p. 953-970
|
artikel
|
| 28 |
Static and cyclic performance of polyurethane foam adhesive bound soil–rubber mixtures under drained conditions
|
Farooq, Mohammad Adnan
|
|
|
19 |
2 |
p. 561-589
|
artikel
|
| 29 |
Study of the dynamics of water-enriched debris flow and its impact on slit-type barriers by a modified SPH–DEM coupling approach
|
Xiong, Hao
|
|
|
19 |
2 |
p. 1019-1045
|
artikel
|
| 30 |
The high-cyclic model for sand tested beyond the usual ranges of application
|
Knittel, L.
|
|
|
19 |
2 |
p. 549-560
|
artikel
|
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