| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A binary packing material-based method for estimating small-strain shear modulus of sandy soils
|
Wu, Qi
|
|
|
19 |
9 |
p. 6357-6373
|
artikel
|
| 2 |
A modified discontinuous deformation analysis method considering the bonding effect for the simulation of structural loess
|
Li, Qiang
|
|
|
19 |
9 |
p. 6117-6140
|
artikel
|
| 3 |
An exploration on the degradation of hydrophobized sands as a subgrade impervious barrier during one-year outdoor weathering
|
Lin, Hongjie
|
|
|
19 |
9 |
p. 6005-6019
|
artikel
|
| 4 |
A versatile apparatus for assessing the shear behaviour of geotechnical interfaces coupled with imaging and acoustic capabilities
|
Gayathri, V. L.
|
|
|
19 |
9 |
p. 6217-6237
|
artikel
|
| 5 |
Controllable hydrophobization of sands with self-healing polymeric microcapsules
|
Qi, Rui
|
|
|
19 |
9 |
p. 6427-6442
|
artikel
|
| 6 |
Cyclic liquefaction resistance of MICP- and EICP-treated sand in simple shear conditions: a benchmarking with the critical state of untreated sand
|
Ahenkorah, Isaac
|
|
|
19 |
9 |
p. 5891-5913
|
artikel
|
| 7 |
Effect of permeable anode on electroosmotic consolidation using the horizontal electro-kinetic geosynthetics: analytical approach
|
Li, Jian-Ping
|
|
|
19 |
9 |
p. 6289-6304
|
artikel
|
| 8 |
Effects of subgrade spatial variability on critical strains and effectiveness of geogrid reinforcement in flexible pavement
|
Xiao, Li
|
|
|
19 |
9 |
p. 6073-6089
|
artikel
|
| 9 |
Efficient numerical implementation of limit equilibrium method for stability analysis of unsaturated soil slopes using Gaussian integral
|
Ouyang, Weihang
|
|
|
19 |
9 |
p. 5933-5945
|
artikel
|
| 10 |
Evaluation of the group efficiency factor for laterally loaded pile groups
|
Zhang, Fan
|
|
|
19 |
9 |
p. 6141-6162
|
artikel
|
| 11 |
Experimental study on swelling and intrusive behavior of bentonite under various solutions and its simple model construction
|
Kohno, Masanori
|
|
|
19 |
9 |
p. 5833-5853
|
artikel
|
| 12 |
Experimental study on the frictional capacity of square pile–cemented soil interface with different surface roughness
|
Zhou, Jia-jin
|
|
|
19 |
9 |
p. 5819-5831
|
artikel
|
| 13 |
Experiments and analytical method for landslide scarp caused by water-induced weakening of basal sliding zone
|
Rao, Yunkang
|
|
|
19 |
9 |
p. 5873-5890
|
artikel
|
| 14 |
Ground movement and settlement prediction induced by double-track curvature shield tunneling
|
Lei, Huayang
|
|
|
19 |
9 |
p. 6179-6193
|
artikel
|
| 15 |
Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion
|
Chen, Qingsheng
|
|
|
19 |
9 |
p. 5915-5931
|
artikel
|
| 16 |
Influence of freezing directions on ice lens formations in soils
|
Niggemann, K.
|
|
|
19 |
9 |
p. 5781-5798
|
artikel
|
| 17 |
Influence of the superposition and flow rule assumptions on the bearing capacity of shallow strip footings
|
Casablanca, O.
|
|
|
19 |
9 |
p. 5947-5965
|
artikel
|
| 18 |
Investigating soil arching evolution in dense sand via fully-instrumented trapdoor tests
|
Gao, Yu-Xin
|
|
|
19 |
9 |
p. 6055-6071
|
artikel
|
| 19 |
Investigating the influence of the engineering geological conditions on vibration propagation near the embankment induced by high-speed trains
|
Zheng, Haizhong
|
|
|
19 |
9 |
p. 6021-6038
|
artikel
|
| 20 |
Investigating the thermo-hydro-mechanical behavior of loess subjected to freeze–thaw cycles
|
Bai, Ruiqiang
|
|
|
19 |
9 |
p. 6305-6318
|
artikel
|
| 21 |
Lateral load-carrying mechanism of driven battered minipiles
|
Mondal, Sanchari
|
|
|
19 |
9 |
p. 6407-6425
|
artikel
|
| 22 |
Lateral pressure on pile foundations in cohesive soils due to horizontal soil movements
|
Bauer, Jörg
|
|
|
19 |
9 |
p. 6375-6390
|
artikel
|
| 23 |
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load
|
Zhang, Shixun
|
|
|
19 |
9 |
p. 6091-6116
|
artikel
|
| 24 |
Particle size distribution (PSD) estimation using unmanned aerial vehicle (UAV) photogrammetry for rockfill shear strength characterization
|
Arrieta, Marco
|
|
|
19 |
9 |
p. 6239-6258
|
artikel
|
| 25 |
Prediction of tunnel localized water leakage influences on adjacent lateral pile responses in saturated clay
|
Gu, Wenbo
|
|
|
19 |
9 |
p. 5855-5872
|
artikel
|
| 26 |
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy
|
Choudhuri, Kouseya
|
|
|
19 |
9 |
p. 6195-6216
|
artikel
|
| 27 |
Role of superabsorbent polymer in compression behavior of high water content slurries
|
Bian, Xia
|
|
|
19 |
9 |
p. 6163-6178
|
artikel
|
| 28 |
Segmentation and deep learning to digitalize the kinematics of flow-type landslides
|
Choi, Clarence E.
|
|
|
19 |
9 |
p. 6337-6356
|
artikel
|
| 29 |
Stability analysis of three-dimensional tunnel roofs in soil based on a modified MC criterion
|
Xu, Jingshu
|
|
|
19 |
9 |
p. 5989-6004
|
artikel
|
| 30 |
Stability evaluation of gentle slopes in spatially variable soils using discretized limit analysis method: a probabilistic study
|
Li, Tianzheng
|
|
|
19 |
9 |
p. 6319-6335
|
artikel
|
| 31 |
Temperature-dependent evolution of permeability and pore structure of marble under a high-temperature thermo-hydro-mechanical coupling environment
|
Meng, Tao
|
|
|
19 |
9 |
p. 5967-5988
|
artikel
|
| 32 |
The connection between soil shrinkage and pore water distribution of compacted clays using the nuclear magnetic resonance technique
|
Jia, Shengao
|
|
|
19 |
9 |
p. 6039-6054
|
artikel
|
| 33 |
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone
|
Shen, Nao
|
|
|
19 |
9 |
p. 5799-5817
|
artikel
|
| 34 |
Use of industrial wastes for stabilizing expansive clays in pavement applications: durability and microlevel investigation
|
Zimar, Z.
|
|
|
19 |
9 |
p. 6259-6287
|
artikel
|
| 35 |
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level
|
Ye, Zi
|
|
|
19 |
9 |
p. 6391-6405
|
artikel
|
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