nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A macro-meso nonlinear strength criterion for frozen soil
|
Wang, Pan |
|
|
19 |
7 |
p. 4911-4928 |
artikel |
2 |
Analytical solution of the shallowest overburden thickness of special-shaped shield tunnel in layered soil
|
Sun, Weixin |
|
|
19 |
7 |
p. 4621-4636 |
artikel |
3 |
An approach to calibrate the unsaturated hydraulic properties of a soil through numerical modelling of a small-scale slope model exposed to rainfall
|
Crescenzo, L. |
|
|
19 |
7 |
p. 4437-4456 |
artikel |
4 |
Assessing the strength evolution of cement-stabilized clay using small-strain shear modulus: a modified Gompertz model conversion approach
|
Niu, Yanlong |
|
|
19 |
7 |
p. 4895-4909 |
artikel |
5 |
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes
|
Ma, Xianfeng |
|
|
19 |
7 |
p. 4605-4619 |
artikel |
6 |
Centrifuge model tests on bearing behavior of lateral-loaded single pile in coral sand
|
Wang, Chunyan |
|
|
19 |
7 |
p. 4581-4603 |
artikel |
7 |
Clay minerals separation in soft rock driven by the liquid bridge force during water–rock interaction
|
Wei, Tao |
|
|
19 |
7 |
p. 4731-4745 |
artikel |
8 |
Compression behaviors of a freeze–thaw impacted clay under saturated and unsaturated conditions
|
Pei, Qiu-yang |
|
|
19 |
7 |
p. 4485-4502 |
artikel |
9 |
Consistency behavior and mechanism of the irreversible dilatancy of gravel–structure interface subjected to 3D loadings
|
Feng, Dakuo |
|
|
19 |
7 |
p. 4637-4653 |
artikel |
10 |
Dry–wet degradation of calcareous silt stabilized with carrageenan
|
Xiao, Yang |
|
|
19 |
7 |
p. 4979-4987 |
artikel |
11 |
Effect of particle shape on cyclic liquefaction resistance of granular materials
|
Banerjee, Sounik K. |
|
|
19 |
7 |
p. 4503-4518 |
artikel |
12 |
Electromagnetic methods for assessing moisture content and density of an iron oxide copper gold deposits (IOCG) tailings sample
|
Mishra, Partha Narayan |
|
|
19 |
7 |
p. 4839-4854 |
artikel |
13 |
Experimental investigations of water retention curves of fresh and decomposed municipal solid wastes under multiple drying and wetting cycles
|
Xie, Yuekai |
|
|
19 |
7 |
p. 4989-4999 |
artikel |
14 |
Experimental study on monotonic to high-cyclic behaviour of sand-silt mixtures
|
Tafili, Merita |
|
|
19 |
7 |
p. 4227-4240 |
artikel |
15 |
Exploring the effect of volume change on capillary soil water retention in an undisturbed silty clay: an experimental and modeling approach
|
Wei, Xinsheng |
|
|
19 |
7 |
p. 4823-4837 |
artikel |
16 |
Framework for incorporating multi-level morphology of particles in DEM simulations: independent control of polydisperse distributions of roundness and roughness while preserving form distributions in granular materials
|
Fan, Meng |
|
|
19 |
7 |
p. 4557-4580 |
artikel |
17 |
Hydrofracturing fluid-weakened shear behavior of sandstone joints
|
Song, Jinliang |
|
|
19 |
7 |
p. 4367-4379 |
artikel |
18 |
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation
|
Liu, Bo |
|
|
19 |
7 |
p. 4399-4414 |
artikel |
19 |
Influence of slope topography on soil-structure interaction during earthquakes
|
Das, Sukanta |
|
|
19 |
7 |
p. 4715-4730 |
artikel |
20 |
Insights into the fluid retention and shrinkage of a lean clay under the combined influence of microstructure, solute concentration and salt species
|
Sadeghi, Hamed |
|
|
19 |
7 |
p. 4855-4872 |
artikel |
21 |
Interaction domains for capacity- and performance-based design of pile groups
|
Cesaro, Raffaele |
|
|
19 |
7 |
p. 4695-4714 |
artikel |
22 |
Landslide displacement prediction by using Bayesian optimization–temporal convolutional networks
|
Yang, Jian |
|
|
19 |
7 |
p. 4947-4965 |
artikel |
23 |
Liquefaction numerical analysis of cantilevered retaining walls with saturated backfill containing fines content
|
Iraji, Amin |
|
|
19 |
7 |
p. 4457-4483 |
artikel |
24 |
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks
|
Ouyang, Weihang |
|
|
19 |
7 |
p. 4765-4790 |
artikel |
25 |
Material point method modeling in 3D of the failure and run-out processes of the Daguangbao landslide
|
Fernández, Fabricio |
|
|
19 |
7 |
p. 4277-4296 |
artikel |
26 |
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression
|
Zeng, Zhi-Xiong |
|
|
19 |
7 |
p. 4809-4822 |
artikel |
27 |
Modeling self-compaction and static stability of a copper filtered tailings pile under unsaturated conditions
|
Gallardo, Ricardo |
|
|
19 |
7 |
p. 4297-4312 |
artikel |
28 |
Modelling tunnelling-induced deformation in stiff soils with a hyperelastic–plastic anisotropic model
|
Cudny, Marcin |
|
|
19 |
7 |
p. 4873-4894 |
artikel |
29 |
Model prediction of cyclic liquefaction resistance of gassy soils
|
Mele, Lucia |
|
|
19 |
7 |
p. 4415-4435 |
artikel |
30 |
Multi-objective analysis of the Sand Hypoplasticity model calibration
|
Mendez, Francisco J. |
|
|
19 |
7 |
p. 4241-4254 |
artikel |
31 |
Numerical assessment of equivalent hydraulic conductivity and electro-osmotic conductivity for electro-osmotic consolidation under two-dimensional plane-strain analysis
|
Zhang, Lin |
|
|
19 |
7 |
p. 4967-4977 |
artikel |
32 |
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils
|
Zeng, Lifeng |
|
|
19 |
7 |
p. 4343-4366 |
artikel |
33 |
Physical model tests on the dynamic behaviors of pile foundations subjected to adjacent tunnel blasting
|
Xia, Yuqing |
|
|
19 |
7 |
p. 4655-4674 |
artikel |
34 |
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents
|
Liu, Lingxiao |
|
|
19 |
7 |
p. 4747-4763 |
artikel |
35 |
Pre-bio-carbonation method for using reactive MgO for rapid pavement repair and the carbonation mechanisms
|
Cui, Hui-Yue |
|
|
19 |
7 |
p. 4519-4531 |
artikel |
36 |
Probabilistic analysis of georisk from capping of contaminated sediment in Gunneklev Fjord, Norway
|
Le, Thi Minh Hue |
|
|
19 |
7 |
p. 4929-4946 |
artikel |
37 |
Simhypo-sand: a simple hypoplastic model for granular materials and SPH implementation
|
Wang, Shun |
|
|
19 |
7 |
p. 4533-4555 |
artikel |
38 |
Strain-rate effect on the hydro-mechanical behaviour of unsaturated damaged Callovo–Oxfordian claystone
|
Wang, Hao |
|
|
19 |
7 |
p. 4313-4324 |
artikel |
39 |
Strengthening mechanism of plum blossom pile composite foundation
|
Li, Long |
|
|
19 |
7 |
p. 4791-4808 |
artikel |
40 |
Undrained mechanical behavior of saturated completely decomposed granite: experimental investigation and constitutive modeling
|
Zhang, Wan-Lu |
|
|
19 |
7 |
p. 4675-4693 |
artikel |
41 |
Undrained shear strength prediction of clays using liquidity index
|
Wang, Qiusheng |
|
|
19 |
7 |
p. 4325-4342 |
artikel |
42 |
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock
|
Li, Shiqi |
|
|
19 |
7 |
p. 4381-4397 |
artikel |
43 |
Yielding evaluation of cement-treated soft clay under isotropic and anisotropic stress states using continuous Gmax measurements
|
Khan, Qasim |
|
|
19 |
7 |
p. 4255-4276 |
artikel |