nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('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 |
artikel |
2 |
Characterization of microstructural and physical properties changes in biocemented sand using 3D X-ray microtomography
|
Dadda, Abdelali |
|
2017 |
12 |
5 |
p. 955-970 |
artikel |
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 |
artikel |
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 |
artikel |
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 |
artikel |
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 |
artikel |
7 |
Influence of cementation level on the strength behaviour of bio-cemented sand
|
Cui, Ming-Juan |
|
2017 |
12 |
5 |
p. 971-986 |
artikel |
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 |
artikel |
9 |
Numerical simulations of the reuse of piled raft foundations in clay
|
Sheil, Brian |
|
2017 |
12 |
5 |
p. 1047-1059 |
artikel |
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 |
artikel |
11 |
Pile reinforcement mechanism of soil slopes
|
Zhang, Ga |
|
2017 |
12 |
5 |
p. 1035-1046 |
artikel |
12 |
Pressuremeter test parameters of a compacted illitic soil under thermal cycling
|
Eslami, H. |
|
2017 |
12 |
5 |
p. 1105-1118 |
artikel |
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 |
artikel |
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 |
artikel |
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 |
artikel |
16 |
Stress–strain behavior of cement-improved clays: testing and modeling
|
Quiroga, Allison J. |
|
2017 |
12 |
5 |
p. 1003-1020 |
artikel |
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 |
artikel |
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 |
artikel |