| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Bonded-particle model-based simulation of artificial rock subjected to cyclic loading
|
Song, Zhengyang
|
|
2018
|
14 |
4 |
p. 955-971
|
artikel
|
| 2 |
Centrifuge and numerical modeling of the frost heave mechanism of a cold-region canal
|
Li, Shuangyang
|
|
2018
|
14 |
4 |
p. 1113-1128
|
artikel
|
| 3 |
Critical plane analysis for interpreting experimental results on anisotropic rocks
|
Pouragha, Mehdi
|
|
2018
|
14 |
4 |
p. 1215-1225
|
artikel
|
| 4 |
Dilative behavior of kaolinite under drained creep condition
|
Zhao, Dan
|
|
2018
|
14 |
4 |
p. 1003-1019
|
artikel
|
| 5 |
Double pot cover effect in unsaturated soils
|
Yao, Yang-Ping
|
|
2018
|
14 |
4 |
p. 1037-1047
|
artikel
|
| 6 |
Evaluating a new method for simultaneous measurement of soil water retention and shrinkage curves
|
Li, Lin
|
|
2018
|
14 |
4 |
p. 1021-1035
|
artikel
|
| 7 |
Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance
|
Pan, Yucong
|
|
2018
|
14 |
4 |
p. 1249-1268
|
artikel
|
| 8 |
Influence of geochemistry on toughening behavior of organic-rich shale
|
Akono, Ange-Therese
|
|
2018
|
14 |
4 |
p. 1129-1142
|
artikel
|
| 9 |
Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay
|
Zhang, Dong-mei
|
|
2018
|
14 |
4 |
p. 1227-1247
|
artikel
|
| 10 |
Laboratory evaluation of buried high-density polyethylene pipes subjected to localized ground subsidence
|
Zhou, Min
|
|
2018
|
14 |
4 |
p. 1081-1099
|
artikel
|
| 11 |
Micromechanical modeling of particle breakage of granular materials in the framework of thermomechanics
|
Shen, Chaomin
|
|
2018
|
14 |
4 |
p. 939-954
|
artikel
|
| 12 |
Numerical investigation of small- and medium-diameter drain wells to stabilise deep landslides
|
Aloi, Ferdinando
|
|
2018
|
14 |
4 |
p. 1065-1080
|
artikel
|
| 13 |
Open-source support toward validating and falsifying discrete mechanics models using synthetic granular materials—Part I: Experimental tests with particles manufactured by a 3D printer
|
Gupta, Ritesh
|
|
2018
|
14 |
4 |
p. 923-937
|
artikel
|
| 14 |
Performance of a compaction-grouted soil nail in laboratory tests
|
Ye, Xinyu
|
|
2018
|
14 |
4 |
p. 1049-1063
|
artikel
|
| 15 |
Propagation and coalescence of quasi-static cracks in Brazilian disks: an insight from a phase field model
|
Zhou, Shu-Wei
|
|
2018
|
14 |
4 |
p. 1195-1214
|
artikel
|
| 16 |
Rapid estimation of maximum and minimum void ratios of granular soils
|
Shen, Chaomin
|
|
2018
|
14 |
4 |
p. 991-1001
|
artikel
|
| 17 |
Spatiotemporal analysis of strain localization in dense granular materials
|
Ma, Gang
|
|
2018
|
14 |
4 |
p. 973-990
|
artikel
|
| 18 |
The influence of the degree of saturation on compaction-grouted soil nails in sand
|
Ye, Xinyu
|
|
2018
|
14 |
4 |
p. 1101-1111
|
artikel
|
| 19 |
Thermo-mechanical performance of layered transversely isotropic media around a cylindrical/tubular heat source
|
Ai, Zhi Yong
|
|
2018
|
14 |
4 |
p. 1143-1160
|
artikel
|
| 20 |
Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads
|
Wang, Yun-Teng
|
|
2018
|
14 |
4 |
p. 1161-1193
|
artikel
|
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