| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Applicability of wetting front advancing method in the sand to silty clay soils
|
Liu, Qiang
|
|
|
60 |
5 |
p. 1215-1225
|
artikel
|
| 2 |
Assessment of base capacity of open-ended tubular piles installed by the Rotary Cutting Press-in method
|
Ishihara, Yukihiro
|
|
|
60 |
5 |
p. 1189-1201
|
artikel
|
| 3 |
Compressibility and strength development of geopolymer stabilized columns cured under stress
|
Yaghoubi, Mohammadjavad
|
|
|
60 |
5 |
p. 1241-1250
|
artikel
|
| 4 |
Editorial Board
|
|
|
|
60 |
5 |
p. IFC
|
artikel
|
| 5 |
Estimating multidirectional stiffness of soils using planar piezoelectric transducers in a large triaxial apparatus
|
Dutta, T.T.
|
|
|
60 |
5 |
p. 1269-1286
|
artikel
|
| 6 |
Fragility analysis of drilled shafts in sand – an analytical correspondence between reliability index and factor of safety
|
Basu, Prasenjit
|
|
|
60 |
5 |
p. 1112-1130
|
artikel
|
| 7 |
Ground movements and damage in Satozuka district, Sapporo due to 2018 Hokkaido Eastern Iburi Earthquake
|
Watabe, Yoichi
|
|
|
60 |
5 |
p. 1331-1356
|
artikel
|
| 8 |
Hydraulic and sorption performances of soil amended with calcium-magnesium composite powder against natural arsenic contamination
|
Mo, Jialin
|
|
|
60 |
5 |
p. 1084-1096
|
artikel
|
| 9 |
Mapping of liquefaction risk on road network based on relationship between liquefaction potential and liquefaction-induced road subsidence
|
Kajihara, Kazuhiro
|
|
|
60 |
5 |
p. 1202-1214
|
artikel
|
| 10 |
MPM simulation of uplift resistance of enlarged base piles in sand
|
Yang, Yong-Sen
|
|
|
60 |
5 |
p. 1322-1330
|
artikel
|
| 11 |
Particle-scale insight into soil arching under trapdoor condition
|
Ali, Umair
|
|
|
60 |
5 |
p. 1171-1188
|
artikel
|
| 12 |
Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode
|
Chen, Fu-quan
|
|
|
60 |
5 |
p. 1226-1240
|
artikel
|
| 13 |
Practical method to estimate parameters of elasto-plastic constitutive model for unsaturated soils from compaction curve
|
Tachibana, Shinya
|
|
|
60 |
5 |
p. 1287-1298
|
artikel
|
| 14 |
Research on earthquake dynamic behavior of uneven multi-section subway tunnel in transverse direction
|
Otsuka, Tsutomu
|
|
|
60 |
5 |
p. 1131-1150
|
artikel
|
| 15 |
Role of particle shape in determining tensile strength and energy release in diametrical compression of natural silica grains
|
Sharma, Aashish
|
|
|
60 |
5 |
p. 1299-1311
|
artikel
|
| 16 |
Simple method for evaluating swelling of GMZ01 Na-bentonite affected by temperature at osmotic swelling
|
Xiang, Guosheng
|
|
|
60 |
5 |
p. 1312-1321
|
artikel
|
| 17 |
Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm
|
Kuhn, Matthew R.
|
|
|
60 |
5 |
p. 1097-1111
|
artikel
|
| 18 |
Strength estimation of cement-treated marine clay with wide ranges of sand and initial water contents
|
Yamashita, Erika
|
|
|
60 |
5 |
p. 1065-1083
|
artikel
|
| 19 |
The micro-mechanical behaviour of sand–rubber mixtures under shear: An experimental study based on X-ray micro-tomography
|
Cheng, Zhuang
|
|
|
60 |
5 |
p. 1251-1268
|
artikel
|
| 20 |
Triaxial test on water absorption compression of unsaturated soil and its soil-water-air-coupled elastoplastic finite deformation analysis
|
Yoshikawa, Takahiro
|
|
|
60 |
5 |
p. 1151-1170
|
artikel
|
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