| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach
|
Hirai, Hiroyoshi
|
|
|
60 |
1 |
p. 45-62
|
artikel
|
| 2 |
Assess the effects of loading rate and interface roughness on T-bar penetration resistance
|
Zhu, Bin
|
|
|
60 |
1 |
p. 266-273
|
artikel
|
| 3 |
Bearing capacity of a strip footing placed next to an existing footing on frictional soil
|
Schmüdderich, Christoph
|
|
|
60 |
1 |
p. 229-238
|
artikel
|
| 4 |
Behavior of circular foundation on sand layer of limited thickness subjected to eccentrically inclined load
|
Sethy, B.P.
|
|
|
60 |
1 |
p. 13-27
|
artikel
|
| 5 |
Close construction effect and lining behavior during tunnel excavation with an elliptical cross-section
|
Afshani, Alireza
|
|
|
60 |
1 |
p. 28-44
|
artikel
|
| 6 |
Compaction and strength characteristics of an expansive clay stabilised with lime sludge and cement
|
Phanikumar, B.R.
|
|
|
60 |
1 |
p. 129-138
|
artikel
|
| 7 |
Constitutive model with a concept of plastic rebound for expansive soils
|
Tachibana, Shinya
|
|
|
60 |
1 |
p. 179-197
|
artikel
|
| 8 |
Contact erosional behaviour of foundation of pavement embankment constructed with nanosilica-treated dispersive soils
|
Vakili, Amir Hossein
|
|
|
60 |
1 |
p. 167-178
|
artikel
|
| 9 |
Disaster report of 2018 July heavy rain for geo-structures and slopes in Okayama
|
Nishimura, S.
|
|
|
60 |
1 |
p. 300-314
|
artikel
|
| 10 |
Editorial Board
|
|
|
|
60 |
1 |
p. IFC
|
artikel
|
| 11 |
Effects of the ratio between body forces and inter-particle forces on maximum void ratio
|
Stringer, Mark E.
|
|
|
60 |
1 |
p. 1-12
|
artikel
|
| 12 |
Erosion resistance capacity of dredged marine clay treated with basic oxygen furnace slag
|
Kang, Gyeong-o
|
|
|
60 |
1 |
p. 257-265
|
artikel
|
| 13 |
Evaluation of design shear strength of intermediate soil for construction of breakwater at Port of Sakai
|
Tsuchida, Takashi
|
|
|
60 |
1 |
p. 239-256
|
artikel
|
| 14 |
Fictitious pile method for fixed-head pile groups subjected to horizontal loading
|
Cao, Ming
|
|
|
60 |
1 |
p. 63-76
|
artikel
|
| 15 |
Fractile-based method for selecting characteristic values for geotechnical design with LRFD
|
Zhang, Yongjie
|
|
|
60 |
1 |
p. 115-128
|
artikel
|
| 16 |
Hiroshima Prefecture geo-disasters due to Western Japan Torrential rainfall in July 2018
|
Hashimoto, Ryota
|
|
|
60 |
1 |
p. 283-299
|
artikel
|
| 17 |
Long-term behavior of piled raft foundation models supported by jacked-in piles on saturated clay
|
Hoang, Lua Thi
|
|
|
60 |
1 |
p. 198-217
|
artikel
|
| 18 |
Mechanical characterization of deformable cells in control piles
|
López-Acosta, Norma Patricia
|
|
|
60 |
1 |
p. 139-154
|
artikel
|
| 19 |
On determination method of thermal conductivity of soil solid material
|
Chen, Z.X.
|
|
|
60 |
1 |
p. 218-228
|
artikel
|
| 20 |
Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns
|
Mo, Pin-Qiang
|
|
|
60 |
1 |
p. 77-89
|
artikel
|
| 21 |
The effect of expansive concrete on the side resistance of sockets in weak rock
|
Asem, Pouyan
|
|
|
60 |
1 |
p. 274-282
|
artikel
|
| 22 |
Thermal characteristics of cast-in-place pile foundations in warm permafrost at Beiluhe on interior Qinghai-Tibet Plateau: Field observations and numerical simulations
|
Hou, Xin
|
|
|
60 |
1 |
p. 90-102
|
artikel
|
| 23 |
Undrained multi-dimensional deformation behavior and degradation of natural soft marine clay from HCA experiments
|
Wang, Yuke
|
|
|
60 |
1 |
p. 103-114
|
artikel
|
| 24 |
Unified upper bound solution for bearing capacity of shallow rigid strip foundations generally considering soil dilatancy
|
Chen, Tingjun
|
|
|
60 |
1 |
p. 155-166
|
artikel
|
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