| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A critical state constitutive model for clean and silty sand
|
Wei, X.
|
|
2018
|
14 |
2 |
p. 329-345
|
artikel
|
| 2 |
A 2D coupled hydro-thermal model for the combined finite-discrete element method
|
Yan, Chengzeng
|
|
2018
|
14 |
2 |
p. 403-416
|
artikel
|
| 3 |
A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory
|
Papadimitriou, Achilleas G.
|
|
2018
|
14 |
2 |
p. 253-277
|
artikel
|
| 4 |
Analysis of the pipe depth development in small-scale backward erosion piping experiments
|
Vandenboer, Kristine
|
|
2018
|
14 |
2 |
p. 477-486
|
artikel
|
| 5 |
Analysis of the shape effect on the axial performance of a waveform micropile by centrifuge model tests
|
Jang, Young-Eun
|
|
2018
|
14 |
2 |
p. 505-518
|
artikel
|
| 6 |
A two-surface plasticity model for cyclic behavior of saturated clay
|
Chen, Ren-Peng
|
|
2019
|
14 |
2 |
p. 279-293
|
artikel
|
| 7 |
A unified constitutive model for unsaturated soil under monotonic and cyclic loading
|
Xiong, Yong-lin
|
|
2018
|
14 |
2 |
p. 313-328
|
artikel
|
| 8 |
Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils
|
Li, Weidong
|
|
2018
|
14 |
2 |
p. 461-475
|
artikel
|
| 9 |
Correction to: Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface
|
Xu, Shi-Yu
|
|
2018
|
14 |
2 |
p. 595
|
artikel
|
| 10 |
Discussion of “On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions” by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116
|
Liu, Peng
|
|
2019
|
14 |
2 |
p. 575-576
|
artikel
|
| 11 |
Effects of confining pressure and loading path on deformation and strength of cohesive granular materials: a three-dimensional DEM analysis
|
Zhang, Yulong
|
|
2018
|
14 |
2 |
p. 443-460
|
artikel
|
| 12 |
Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface
|
Xu, Shi-Yu
|
|
2018
|
14 |
2 |
p. 579-594
|
artikel
|
| 13 |
Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting
|
Rostamsowlat, Iman
|
|
2018
|
14 |
2 |
p. 519-534
|
artikel
|
| 14 |
Factors influencing the accuracy of the photogrammetry-based deformation measurement method
|
Li, Lin
|
|
2018
|
14 |
2 |
p. 559-574
|
artikel
|
| 15 |
Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range
|
Gao, You
|
|
2018
|
14 |
2 |
p. 417-428
|
artikel
|
| 16 |
Implementation of a hydromechanical elastoplastic constitutive model for fully coupled dynamic analysis of unsaturated soils and its validation using centrifuge test results
|
Zhang, Bo
|
|
2018
|
14 |
2 |
p. 347-360
|
artikel
|
| 17 |
Influence of pore pressure on plastic deformation and strength of limestone under compressive stress
|
Han, B.
|
|
2018
|
14 |
2 |
p. 535-545
|
artikel
|
| 18 |
Measurement of the deformation of sand in a plane strain compression experiment using incremental digital image correlation
|
Wang, Pengpeng
|
|
2018
|
14 |
2 |
p. 547-557
|
artikel
|
| 19 |
Reply to “Discussion of ‘On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions’ by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116” by Peng Liu and Xiaoming Liu
|
Chen, Zejian
|
|
2019
|
14 |
2 |
p. 577-578
|
artikel
|
| 20 |
Sampling of Mars analogue materials in a laboratory environment
|
Kömle, Norbert I.
|
|
2018
|
14 |
2 |
p. 429-442
|
artikel
|
| 21 |
Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay
|
Chang, Ilhan
|
|
2018
|
14 |
2 |
p. 361-375
|
artikel
|
| 22 |
Simulation of long-term thermo-mechanical response of clay using an advanced constitutive model
|
Zymnis, Despina M.
|
|
2018
|
14 |
2 |
p. 295-311
|
artikel
|
| 23 |
Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion
|
Zhang, Fengshou
|
|
2018
|
14 |
2 |
p. 487-503
|
artikel
|
| 24 |
XFEM-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexity
|
Feng, Yongcun
|
|
2018
|
14 |
2 |
p. 377-402
|
artikel
|
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