| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A micro-mechanics-based elastoplastic friction-damage model for brittle rocks and its application in deformation analysis of the left bank slope of Jinping I hydropower station
|
Hu, Kun
|
|
|
15 |
12 |
p. 3443-3460
|
artikel
|
| 2 |
A new dynamic interaction factor for the analysis of pile groups subjected to vertical dynamic loads
|
Luan, Lubao
|
|
|
15 |
12 |
p. 3545-3558
|
artikel
|
| 3 |
Anisotropy in volume change behaviour of soils during shrinkage
|
Mishra, Partha Narayan
|
|
|
15 |
12 |
p. 3399-3414
|
artikel
|
| 4 |
A three-scale micro-mechanical model for elastic–plastic damage modeling of shale rocks
|
Farhat, F.
|
|
|
15 |
12 |
p. 3525-3543
|
artikel
|
| 5 |
Caving-induced fault reactivation behaviour and its effects on mining safety with a multiple seam context
|
Xing, Huilin
|
|
|
15 |
12 |
p. 3461-3481
|
artikel
|
| 6 |
Estimation of tensile strength of sandy soil from soil–water characteristic curve
|
Zhai, Qian
|
|
|
15 |
12 |
p. 3371-3381
|
artikel
|
| 7 |
Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure
|
Olek, Bartłomiej Szczepan
|
|
|
15 |
12 |
p. 3571-3591
|
artikel
|
| 8 |
Experimental study about the influence of cyclic load on the hydraulic conductivity of clay
|
Zhou, Jian
|
|
|
15 |
12 |
p. 3357-3370
|
artikel
|
| 9 |
Experimental study on the pile group-soil vibration induced by railway traffic under the inclined bedrock condition
|
Ding, Xuanming
|
|
|
15 |
12 |
p. 3613-3620
|
artikel
|
| 10 |
Improvement to the intergranular strain model for larger numbers of repetitive cycles
|
Duque, J.
|
|
|
15 |
12 |
p. 3593-3604
|
artikel
|
| 11 |
Influence of different strain rates on hydro-mechanical behaviour of reconstituted unsaturated soil
|
Wu, Shengshen
|
|
|
15 |
12 |
p. 3415-3431
|
artikel
|
| 12 |
Influence of relative density of the granular base soil on filter performance
|
To, Peter
|
|
|
15 |
12 |
p. 3621-3627
|
artikel
|
| 13 |
Influence of structure on the compression and shear behaviour of a saturated lateritic clay
|
Ng, Charles Wang Wai
|
|
|
15 |
12 |
p. 3433-3441
|
artikel
|
| 14 |
Installation effects of the post-grouted micropile in marine soft clay
|
Kong, Gangqiang
|
|
|
15 |
12 |
p. 3559-3569
|
artikel
|
| 15 |
Microscale approximation of the elastic mechanical properties of randomly oriented rock cuttings
|
Martogi, Debora
|
|
|
15 |
12 |
p. 3511-3524
|
artikel
|
| 16 |
On the role of pre-existing discontinuities on the micromechanical behavior of confined rock samples: a numerical study
|
Gao, Ge
|
|
|
15 |
12 |
p. 3483-3510
|
artikel
|
| 17 |
Resilient and permanent deformation of unsaturated unbound granular materials under cyclic loading by the large-scale triaxial tests
|
Gu, Chuan
|
|
|
15 |
12 |
p. 3343-3356
|
artikel
|
| 18 |
Shear wave velocity anisotropy of salt- and polymer-amended kaolinite
|
Kang, X.
|
|
|
15 |
12 |
p. 3605-3611
|
artikel
|
| 19 |
Soil water retention behavior and microstructure evolution of lateritic soil in the suction range of 0–286.7 MPa
|
Cai, Guoqing
|
|
|
15 |
12 |
p. 3327-3341
|
artikel
|
| 20 |
The stress–strain behaviour and critical state parameters of an unsaturated granular fill material under different suctions
|
Liu, Kai
|
|
|
15 |
12 |
p. 3383-3398
|
artikel
|
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