| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Consolidation of composite ground improved by granular columns with medium and high replacement ratio
|
Lu, Mengmeng
|
|
|
57 |
6 |
p. 1088-1095
|
artikel
|
| 2 |
Crosswise-loaded short and long piles in artificially cemented top sand layers embedded in lightly bonded residual soil
|
Consoli, Nilo Cesar
|
|
|
57 |
6 |
p. 935-946
|
artikel
|
| 3 |
Development and improvement effectiveness of sand compaction pile method as a countermeasure against liquefaction
|
Harada, Kenji
|
|
|
57 |
6 |
p. 980-987
|
artikel
|
| 4 |
Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load
|
Huang, Qiang
|
|
|
57 |
6 |
p. 1059-1075
|
artikel
|
| 5 |
Editorial Board
|
|
|
|
57 |
6 |
p. IFC
|
artikel
|
| 6 |
Estimating in situ dynamic strength and deformation properties of Niigata East Port sand deposits
|
Shogaki, Takaharu
|
|
|
57 |
6 |
p. 947-964
|
artikel
|
| 7 |
Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test
|
Abdi, M.R.
|
|
|
57 |
6 |
p. 1045-1058
|
artikel
|
| 8 |
Finite element study of deep excavation construction processes
|
Dong, Yuepeng
|
|
|
57 |
6 |
p. 965-979
|
artikel
|
| 9 |
Influence of stress anisotropy on small-strain stiffness of reinforced sand with polypropylene fibres
|
Senetakis, Kostas
|
|
|
57 |
6 |
p. 1076-1082
|
artikel
|
| 10 |
Investigating the critical slip surface of soil slope based on an improved black hole algorithm
|
Gao, Wei
|
|
|
57 |
6 |
p. 988-1001
|
artikel
|
| 11 |
Laboratory testing procedure to assess post-liquefaction deformation potential
|
Kim, Jongkwan
|
|
|
57 |
6 |
p. 905-919
|
artikel
|
| 12 |
One-way cyclic deformation behavior of natural soft clay under continuous principal stress rotation
|
Wang, Yuke
|
|
|
57 |
6 |
p. 1002-1013
|
artikel
|
| 13 |
On the displacement of a traditional retaining wall when first loaded
|
Butterfield, Roy
|
|
|
57 |
6 |
p. 1083-1087
|
artikel
|
| 14 |
Shear and compression strain development in sandy model slope under repeated rainfall
|
Sasahara, Katsuo
|
|
|
57 |
6 |
p. 920-934
|
artikel
|
| 15 |
Tangential contact behaviour of a weathered volcanic landslide material from Hong Kong
|
Sandeep, C.S.
|
|
|
57 |
6 |
p. 1096-1102
|
artikel
|
| 16 |
The behaviour of a gap graded sand with mixed mineralogy
|
Ponzoni, E.
|
|
|
57 |
6 |
p. 1030-1044
|
artikel
|
| 17 |
Two-phase model for nonlinear elasto-plastic behavior of reinforced soil structures using Pastor-Zienkiewicz-Chan model for matrix phase
|
Iraji, Amin
|
|
|
57 |
6 |
p. 1014-1029
|
artikel
|
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