nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A cyclic elastoplastic constitutive model and effect of non-associativity on the response of liquefiable sandy soils
|
Oka, Fusao |
|
2018 |
13 |
6 |
p. 1283-1297 |
artikel |
2 |
A methodology to calibrate and to validate effective solid potentials of heterogeneous porous media from computed tomography scans and laboratory-measured nanoindentation data
|
Monfared, Siavash |
|
2018 |
13 |
6 |
p. 1369-1394 |
artikel |
3 |
A micromechanical experimental study of highly/completely decomposed tuff granules
|
Sandeep, C. S. |
|
2018 |
13 |
6 |
p. 1355-1367 |
artikel |
4 |
A rheological model to simulate the shear creep behavior of rockfills considering the influence of stress states
|
Xu, Ming |
|
2018 |
13 |
6 |
p. 1313-1327 |
artikel |
5 |
Centrifuge shaking table tests on 4 × 4 pile groups in liquefiable ground
|
Liu, Xing |
|
2018 |
13 |
6 |
p. 1405-1418 |
artikel |
6 |
Characterization of the mechanical properties of a claystone by nano-indentation and homogenization
|
Zhang, Fan |
|
2018 |
13 |
6 |
p. 1395-1404 |
artikel |
7 |
Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid–fluid transition
|
Li, Z. H. |
|
2018 |
13 |
6 |
p. 1451-1466 |
artikel |
8 |
Constitutive modeling of principal stress rotation by considering inherent and induced anisotropy of soils
|
Tian, Yu |
|
2018 |
13 |
6 |
p. 1299-1311 |
artikel |
9 |
Enhanced double-mechanism creep laws for salt rocks
|
Firme, Pedro A. L. P. |
|
2018 |
13 |
6 |
p. 1329-1340 |
artikel |
10 |
Fabric evolution of granular materials along imposed stress paths
|
Shi, Jingshan |
|
2018 |
13 |
6 |
p. 1341-1354 |
artikel |
11 |
Impact force to a rigid obstruction from a granular mass sliding down a smooth incline
|
Ahmadipur, Amir |
|
2018 |
13 |
6 |
p. 1433-1450 |
artikel |
12 |
Numerical integration and FE implementation of a hypoplastic constitutive model
|
Wang, Shun |
|
2018 |
13 |
6 |
p. 1265-1281 |
artikel |
13 |
On the cyclic failure mechanism of soil slopes
|
Wang, Yaliang |
|
2018 |
13 |
6 |
p. 1419-1432 |
artikel |
14 |
Why the OCR may reduce the small strain shear stiffness of granular materials?
|
Gu, Xiaoqiang |
|
2018 |
13 |
6 |
p. 1467-1472 |
artikel |
15 |
XFEM, strong discontinuities and second-order work in shear band modeling of saturated porous media
|
Mikaeili, Ehsan |
|
2018 |
13 |
6 |
p. 1249-1264 |
artikel |