| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An analytical solution of electroosmotic consolidation concerning effective voltage attenuation
|
Feng, Jianting
|
|
|
18 |
3 |
p. 1169-1177
|
artikel
|
| 2 |
A new framework for geometrical investigation and stability analysis of high-position concealed dangerous rock blocks
|
Yan, Jianhua
|
|
|
18 |
3 |
p. 1269-1287
|
artikel
|
| 3 |
A rational hypoplastic constitutive equation for anisotropic granular materials incorporating the microstructure tensor
|
Veiskarami, Mehdi
|
|
|
18 |
3 |
p. 1233-1253
|
artikel
|
| 4 |
A simple procedure to calibrate a pore pressure energy-based model from in situ tests
|
Mele, L.
|
|
|
18 |
3 |
p. 1569-1591
|
artikel
|
| 5 |
Bentonite swelling into a void under suction or water flow
|
Villar, María Victoria
|
|
|
18 |
3 |
p. 1495-1513
|
artikel
|
| 6 |
Characteristics of sand avalanche motion and deposition influenced by proportion of fine particles
|
Duan, Zhao
|
|
|
18 |
3 |
p. 1353-1372
|
artikel
|
| 7 |
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling
|
Carow, Christian
|
|
|
18 |
3 |
p. 1305-1330
|
artikel
|
| 8 |
Deep-learning-enhanced model reconstruction of realistic 3D rock particles by intelligent video tracking of 2D random particle projections
|
Wang, Xiang
|
|
|
18 |
3 |
p. 1407-1430
|
artikel
|
| 9 |
DEM investigation of the microscopic mechanism of scale effect of sandy gravel material
|
An, Ni
|
|
|
18 |
3 |
p. 1373-1390
|
artikel
|
| 10 |
Deviatoric behaviour of compacted unsaturated soils within (q,vw,p) space—an experimental study
|
Abeyrathne, Arunodi
|
|
|
18 |
3 |
p. 1651-1669
|
artikel
|
| 11 |
Disaster-causing mechanism and prevention methods of “pot cover effect”
|
Yao, Yangping
|
|
|
18 |
3 |
p. 1135-1148
|
artikel
|
| 12 |
Dynamic performance of driven and helical piles in cohesive soil
|
Hussein, A. Fouad
|
|
|
18 |
3 |
p. 1543-1568
|
artikel
|
| 13 |
Evaluation of swelling pressure of bentonite/claystone mixtures from pore size distribution
|
Zeng, Zhixiong
|
|
|
18 |
3 |
p. 1671-1679
|
artikel
|
| 14 |
Experimental investigation of noncoaxial behavior of natural granite residual soil
|
Liu, Xinyu
|
|
|
18 |
3 |
p. 1289-1303
|
artikel
|
| 15 |
Experimental measurement of particle crushing around model piles jacked in a calibration chamber
|
Tovar-Valencia, Ruben D.
|
|
|
18 |
3 |
p. 1331-1351
|
artikel
|
| 16 |
Hybrid deep learning model for prediction of monotonic and cyclic responses of sand
|
Guan, Q. Z.
|
|
|
18 |
3 |
p. 1447-1461
|
artikel
|
| 17 |
Hydromechanical state of soil fluidisation: a microscale perspective
|
Haq, Shay
|
|
|
18 |
3 |
p. 1149-1167
|
artikel
|
| 18 |
Interpretation of field tests using geo-statistics and Kriging to assess the deep vibratory compaction of the Dike A21, Diavik Diamond Mine
|
Schorr, Joshua
|
|
|
18 |
3 |
p. 1391-1405
|
artikel
|
| 19 |
Loading rate dependence of granular cushion under rockfall impact and proposal of an analytical model for impact force estimation
|
Naito, Naoto
|
|
|
18 |
3 |
p. 1463-1477
|
artikel
|
| 20 |
Mechanism for reverse electroosmotic flow and its impact on electrokinetic remediation of lead-contaminated kaolin
|
Liu, Yani
|
|
|
18 |
3 |
p. 1515-1528
|
artikel
|
| 21 |
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study
|
Chen, Qingsheng
|
|
|
18 |
3 |
p. 1607-1627
|
artikel
|
| 22 |
On assessing the probability of rainfall-induced slope failure during a given exposure time
|
Lu, Meng
|
|
|
18 |
3 |
p. 1255-1267
|
artikel
|
| 23 |
Polymer-modified bentonites with low hydraulic conductivity and improved chemical compatibility as barriers for Cu2+ containment
|
Jia-Kai, Chen
|
|
|
18 |
3 |
p. 1629-1649
|
artikel
|
| 24 |
Proposing several hybrid SSA—machine learning techniques for estimating rock cuttability by conical pick with relieved cutting modes
|
Zhou, Jian
|
|
|
18 |
3 |
p. 1431-1446
|
artikel
|
| 25 |
Semi-analytical approach for the load-settlement response of a pile considering excavation effects
|
Lu, Taishan
|
|
|
18 |
3 |
p. 1179-1197
|
artikel
|
| 26 |
Stabilization of dredged sludge using bio-carbonation of reactive magnesia cement method
|
Wang, Rui
|
|
|
18 |
3 |
p. 1529-1541
|
artikel
|
| 27 |
Stabilized explicit u-pw solution in soil dynamic problems near the undrained-incompressible limit
|
Navas, Pedro
|
|
|
18 |
3 |
p. 1199-1213
|
artikel
|
| 28 |
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics
|
Yuan, Wei-Hai
|
|
|
18 |
3 |
p. 1215-1231
|
artikel
|
| 29 |
Strength, durability, and microstructure of lime production residue glass powder binder-based geomaterial
|
de Jesús Arrieta Baldovino, Jair
|
|
|
18 |
3 |
p. 1593-1606
|
artikel
|
| 30 |
Structural response of corrugated steel utility tunnel during backfilling process and under surface surcharge pressures
|
Zhou, Min
|
|
|
18 |
3 |
p. 1479-1494
|
artikel
|
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