| no |
title |
author |
magazine |
year |
volume |
issue |
page(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
|
article
|
| 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
|
article
|
| 3 |
A micromechanical experimental study of highly/completely decomposed tuff granules
|
Sandeep, C. S.
|
|
2018
|
13 |
6 |
p. 1355-1367
|
article
|
| 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
|
article
|
| 5 |
Centrifuge shaking table tests on 4 × 4 pile groups in liquefiable ground
|
Liu, Xing
|
|
2018
|
13 |
6 |
p. 1405-1418
|
article
|
| 6 |
Characterization of the mechanical properties of a claystone by nano-indentation and homogenization
|
Zhang, Fan
|
|
2018
|
13 |
6 |
p. 1395-1404
|
article
|
| 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
|
article
|
| 8 |
Constitutive modeling of principal stress rotation by considering inherent and induced anisotropy of soils
|
Tian, Yu
|
|
2018
|
13 |
6 |
p. 1299-1311
|
article
|
| 9 |
Enhanced double-mechanism creep laws for salt rocks
|
Firme, Pedro A. L. P.
|
|
2018
|
13 |
6 |
p. 1329-1340
|
article
|
| 10 |
Fabric evolution of granular materials along imposed stress paths
|
Shi, Jingshan
|
|
2018
|
13 |
6 |
p. 1341-1354
|
article
|
| 11 |
Impact force to a rigid obstruction from a granular mass sliding down a smooth incline
|
Ahmadipur, Amir
|
|
2018
|
13 |
6 |
p. 1433-1450
|
article
|
| 12 |
Numerical integration and FE implementation of a hypoplastic constitutive model
|
Wang, Shun
|
|
2018
|
13 |
6 |
p. 1265-1281
|
article
|
| 13 |
On the cyclic failure mechanism of soil slopes
|
Wang, Yaliang
|
|
2018
|
13 |
6 |
p. 1419-1432
|
article
|
| 14 |
Why the OCR may reduce the small strain shear stiffness of granular materials?
|
Gu, Xiaoqiang
|
|
2018
|
13 |
6 |
p. 1467-1472
|
article
|
| 15 |
XFEM, strong discontinuities and second-order work in shear band modeling of saturated porous media
|
Mikaeili, Ehsan
|
|
2018
|
13 |
6 |
p. 1249-1264
|
article
|
Journal description