no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A case study on utilizing geotextile tubes for tailings dams construction in China
|
Yang, Yonghao |
|
|
47 |
2 |
p. 187-192 |
article |
2 |
Comparison of the behaviour of various geotextiles used in the filtration of clayey sludge: An experimental study
|
Stoltz, Guillaume |
|
|
47 |
2 |
p. 230-242 |
article |
3 |
Discussion on ‘Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills’ by Y. Chen et al., 2018
|
Utili, S. |
|
|
47 |
2 |
p. 140-141 |
article |
4 |
Editorial Board
|
|
|
|
47 |
2 |
p. ii |
article |
5 |
Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs
|
Wang, Jun |
|
|
47 |
2 |
p. 121-127 |
article |
6 |
Experimental investigation of the effect of airgaps in preventing desiccation of bentonite in geosynthetic clay liners exposed to high temperatures
|
Yu, Bowei |
|
|
47 |
2 |
p. 142-153 |
article |
7 |
Experimental investigations and constitutive modeling of cyclic interface shearing between HDPE geomembrane and sandy gravel
|
Cen, W.J. |
|
|
47 |
2 |
p. 269-279 |
article |
8 |
Failure mechanisms of geocell walls and junctions
|
Liu, Yang |
|
|
47 |
2 |
p. 104-120 |
article |
9 |
Horizontal stiffness evaluation of geogrid-stabilized aggregate using shear wave transducers
|
Byun, Yong-Hoon |
|
|
47 |
2 |
p. 177-186 |
article |
10 |
Laboratory tests of electro-osmotic consolidation combined with vacuum preloading on kaolinite using electrokinetic geosynthetics
|
Zhang, Lin |
|
|
47 |
2 |
p. 166-176 |
article |
11 |
Long-term performance predictions in ground improvements with vacuum assisted Prefabricated Vertical Drains
|
Kumarage, P.I. |
|
|
47 |
2 |
p. 95-103 |
article |
12 |
On the shear failure mode of granular column embedded unit cells subjected to static and cyclic shear loads
|
Cengiz, Cihan |
|
|
47 |
2 |
p. 193-202 |
article |
13 |
Performance of geosynthetic-reinforced flexible pavements in full-scale field trials
|
Imjai, Thanongsak |
|
|
47 |
2 |
p. 217-229 |
article |
14 |
Radial consolidation of PVD-Installed normally consolidated soil with discharge capacity reduction using large-strain theory
|
Nguyen, Ba-Phu |
|
|
47 |
2 |
p. 243-254 |
article |
15 |
Reply to Discussion on ‘Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills’ by Y. Chen et al., 2018
|
Chen, Yanbo |
|
|
47 |
2 |
p. 164-165 |
article |
16 |
Scale effect on the behavior of geocell-reinforced soil
|
Tavakoli Mehrjardi, Gh |
|
|
47 |
2 |
p. 154-163 |
article |
17 |
Strength enhancement of geotextile-reinforced carbonate sand
|
Goodarzi, Saeed |
|
|
47 |
2 |
p. 128-139 |
article |
18 |
Uplift capacity of horizontal anchor plate in geocell reinforced sand
|
Choudhary, Awdhesh Kumar |
|
|
47 |
2 |
p. 203-216 |
article |
19 |
Water retention of geosynthetics clay liners: Dependence on void ratio and temperature
|
Ghavam-Nasiri, Ali |
|
|
47 |
2 |
p. 255-268 |
article |