| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Advance in the penetrometer test formulation to estimate allowable pressure in granular soils
|
Díaz-Curiel, Jesús
|
|
2017
|
12 |
5 |
p. 1119-1127
|
article
|
| 2 |
Characterization of microstructural and physical properties changes in biocemented sand using 3D X-ray microtomography
|
Dadda, Abdelali
|
|
2017
|
12 |
5 |
p. 955-970
|
article
|
| 3 |
Discussion of “numerical limit analysis of three-dimensional slope stability problems in catchment areas” by Camargo et al. (doi:10.1007/s11440-016-0459-3)
|
Ukritchon, Boonchai
|
|
2017
|
12 |
5 |
p. 1185-1187
|
article
|
| 4 |
Experimental characterization and 3D DEM simulation of bond breakages in artificially cemented sands with different bond strengths when subjected to triaxial shearing
|
Li, Z.
|
|
2017
|
12 |
5 |
p. 987-1002
|
article
|
| 5 |
Failure modes and bearing capacity of strip footings on soft ground reinforced by floating stone columns
|
Zhou, Haizuo
|
|
2017
|
12 |
5 |
p. 1089-1103
|
article
|
| 6 |
Field testing of one-way and two-way cyclic lateral responses of single and jet-grouting reinforced piles in soft clay
|
He, Ben
|
|
2017
|
12 |
5 |
p. 1021-1034
|
article
|
| 7 |
Influence of cementation level on the strength behaviour of bio-cemented sand
|
Cui, Ming-Juan
|
|
2017
|
12 |
5 |
p. 971-986
|
article
|
| 8 |
Lulu Zhang, Jinhui Li, Xu Li, Jie Zhang, Hong Zhu: Rainfall-induced soil slope failure: stability analysis and probabilistic assessment
|
Wu, Wei
|
|
2017
|
12 |
5 |
p. 1175
|
article
|
| 9 |
Numerical simulations of the reuse of piled raft foundations in clay
|
Sheil, Brian
|
|
2017
|
12 |
5 |
p. 1047-1059
|
article
|
| 10 |
Particle breakage and deformation of carbonate sands with wide range of densities during compression loading process
|
Xiao, Yang
|
|
2017
|
12 |
5 |
p. 1177-1184
|
article
|
| 11 |
Pile reinforcement mechanism of soil slopes
|
Zhang, Ga
|
|
2017
|
12 |
5 |
p. 1035-1046
|
article
|
| 12 |
Pressuremeter test parameters of a compacted illitic soil under thermal cycling
|
Eslami, H.
|
|
2017
|
12 |
5 |
p. 1105-1118
|
article
|
| 13 |
Reply to “Discussion of ‘Numerical limit analysis of three-dimensional slope stability problems in catchment areas’ by Camargo et al. (DOI:10.1007/s11440-016-0459-3)” by Ukritchon et al. (DOI:10.1007/s11440-017-0589-2)
|
Camargo, Júlia
|
|
2017
|
12 |
5 |
p. 1189-1191
|
article
|
| 14 |
Seasonal effects on geophysical–geotechnical relationships and their implications for electrical resistivity tomography monitoring of slopes
|
Hen-Jones, R. M.
|
|
2017
|
12 |
5 |
p. 1159-1173
|
article
|
| 15 |
Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective
|
Karray, Mourad
|
|
2017
|
12 |
5 |
p. 1129-1158
|
article
|
| 16 |
Stress–strain behavior of cement-improved clays: testing and modeling
|
Quiroga, Allison J.
|
|
2017
|
12 |
5 |
p. 1003-1020
|
article
|
| 17 |
Testing and modeling the behavior of pre-bored grouting planted piles under compression and tension
|
Zhou, Jia-jin
|
|
2017
|
12 |
5 |
p. 1061-1075
|
article
|
| 18 |
Vertical bearing capacity behaviour of single T-shaped soil–cement column in soft ground: laboratory modelling, field test, and calculation
|
Yi, Yaolin
|
|
2017
|
12 |
5 |
p. 1077-1088
|
article
|
Journal description