| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An experimental study on root-reinforced soil strength via a steel root analogue in unsaturated silty soil
|
Zhu, Jiale
|
|
|
19 |
1 |
p. 255-272
|
artikel
|
| 2 |
Application of improved physics-informed neural networks for nonlinear consolidation problems with continuous drainage boundary conditions
|
Lan, Peng
|
|
|
19 |
1 |
p. 495-508
|
artikel
|
| 3 |
Arch foot stability for a large-span metro station crossing a fault fracture zone by the arch cover method
|
Zhao, Chenyang
|
|
|
19 |
1 |
p. 379-400
|
artikel
|
| 4 |
A two-step method for predicting rockburst using sound signals
|
Su, Guoshao
|
|
|
19 |
1 |
p. 273-303
|
artikel
|
| 5 |
A zero-thickness interface element incorporating hydro-chemo-mechanical coupling and rate-dependency
|
Ghalamzan Esfahani, Farzaneh
|
|
|
19 |
1 |
p. 197-220
|
artikel
|
| 6 |
Back-analysis of one-dimensional consolidation settlement
|
Chung, S. G.
|
|
|
19 |
1 |
p. 239-254
|
artikel
|
| 7 |
Characterization and quantification of calcite distribution in MICP-treated sand using μ-XRF image processing technique
|
Lv, Chao
|
|
|
19 |
1 |
p. 115-129
|
artikel
|
| 8 |
Data-driven estimations of ground deformations induced by tunneling: a Bayesian perspective
|
Pan, Q. J.
|
|
|
19 |
1 |
p. 475-493
|
artikel
|
| 9 |
3D deformation and strain fields in drying kaolinite obtained from tracking internal bubbles using X-ray CT and ANN
|
Xu, Shuoshuo
|
|
|
19 |
1 |
p. 99-113
|
artikel
|
| 10 |
Deep learning-based segmentation, quantification and modeling of expansive soil cracks
|
Hu, Qi-cheng
|
|
|
19 |
1 |
p. 455-473
|
artikel
|
| 11 |
Dynamic shear modulus and damping of lightweight sand-mycelium soil
|
Gou, Leyu
|
|
|
19 |
1 |
p. 131-145
|
artikel
|
| 12 |
Effect of steel slag on foam drying and carbonation properties of dredged slurry–dried soil mixtures
|
Cui, Chunyi
|
|
|
19 |
1 |
p. 163-176
|
artikel
|
| 13 |
Evolution of nano-pores in illite-dominant clay during consolidation
|
Zheng, Yanhao
|
|
|
19 |
1 |
p. 71-83
|
artikel
|
| 14 |
Experimental and numerical studies on environmental vibration characteristics of pier and foundation sites caused by high-speed trains in seasonally frozen regions
|
Zheng, Haizhong
|
|
|
19 |
1 |
p. 305-326
|
artikel
|
| 15 |
Experimental proof-of-concept of the effect of inlet geometry on excavation forces and their reduction for small-scale continuous excavators
|
Just, G. H.
|
|
|
19 |
1 |
p. 55-70
|
artikel
|
| 16 |
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries
|
Mele, L.
|
|
|
19 |
1 |
p. 147-161
|
artikel
|
| 17 |
Exploration of maximum wall deflection and stability for deep excavation in loose to medium-dense sand
|
Hsiung, Bin-Chen Benson
|
|
|
19 |
1 |
p. 531-547
|
artikel
|
| 18 |
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels
|
Wang, Yang
|
|
|
19 |
1 |
p. 401-415
|
artikel
|
| 19 |
Inferred Winkler model for uplift response of suction caisson in undrained clays
|
Huang, Maosong
|
|
|
19 |
1 |
p. 437-454
|
artikel
|
| 20 |
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation
|
Aghamolaei, Milad
|
|
|
19 |
1 |
p. 417-436
|
artikel
|
| 21 |
Initiation of flow liquefaction in granular soil slopes: drained versus undrained conditions
|
Chen, Y.
|
|
|
19 |
1 |
p. 39-53
|
artikel
|
| 22 |
Investigation into the mercury intrusion porosimetry (MIP) and micro-computed tomography (μCT) methods for determining the pore size distribution of MX80 bentonite pellet
|
Yang, Jin-Wen
|
|
|
19 |
1 |
p. 85-97
|
artikel
|
| 23 |
Mechanism of coal bump induced by joint slipping under static and dynamic stresses in graben structural area
|
Zhang, Quan
|
|
|
19 |
1 |
p. 347-361
|
artikel
|
| 24 |
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media
|
Patino-Ramirez, F.
|
|
|
19 |
1 |
p. 19-38
|
artikel
|
| 25 |
Performance of a novel resistant rock bolt with periodic energy absorption and release: theory and experiment
|
Zhou, Chang
|
|
|
19 |
1 |
p. 363-378
|
artikel
|
| 26 |
Quantitative study of drilling-induced core damage through laboratory tests
|
Chen, Zhiheng
|
|
|
19 |
1 |
p. 327-346
|
artikel
|
| 27 |
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning
|
Jiang, Yuhang
|
|
|
19 |
1 |
p. 509-529
|
artikel
|
| 28 |
The critical state of crushable granular sand
|
Shi, Ke
|
|
|
19 |
1 |
p. 1-18
|
artikel
|
| 29 |
Theoretical and analytical solution on vacuum preloading consolidation of landfill sludge treated by freeze–thaw and chemical preconditioning
|
Zhang, Xudong
|
|
|
19 |
1 |
p. 221-238
|
artikel
|
| 30 |
Wetting-induced deformation characteristics of unsaturated compacted sandy loess
|
Cai, Guoqing
|
|
|
19 |
1 |
p. 177-195
|
artikel
|
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