| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A macro-meso nonlinear strength criterion for frozen soil
|
Wang, Pan
|
|
|
19 |
7 |
p. 4911-4928
|
article
|
| 2 |
Analytical solution of the shallowest overburden thickness of special-shaped shield tunnel in layered soil
|
Sun, Weixin
|
|
|
19 |
7 |
p. 4621-4636
|
article
|
| 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
|
article
|
| 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
|
article
|
| 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
|
article
|
| 6 |
Centrifuge model tests on bearing behavior of lateral-loaded single pile in coral sand
|
Wang, Chunyan
|
|
|
19 |
7 |
p. 4581-4603
|
article
|
| 7 |
Clay minerals separation in soft rock driven by the liquid bridge force during water–rock interaction
|
Wei, Tao
|
|
|
19 |
7 |
p. 4731-4745
|
article
|
| 8 |
Compression behaviors of a freeze–thaw impacted clay under saturated and unsaturated conditions
|
Pei, Qiu-yang
|
|
|
19 |
7 |
p. 4485-4502
|
article
|
| 9 |
Consistency behavior and mechanism of the irreversible dilatancy of gravel–structure interface subjected to 3D loadings
|
Feng, Dakuo
|
|
|
19 |
7 |
p. 4637-4653
|
article
|
| 10 |
Dry–wet degradation of calcareous silt stabilized with carrageenan
|
Xiao, Yang
|
|
|
19 |
7 |
p. 4979-4987
|
article
|
| 11 |
Effect of particle shape on cyclic liquefaction resistance of granular materials
|
Banerjee, Sounik K.
|
|
|
19 |
7 |
p. 4503-4518
|
article
|
| 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
|
article
|
| 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
|
article
|
| 14 |
Experimental study on monotonic to high-cyclic behaviour of sand-silt mixtures
|
Tafili, Merita
|
|
|
19 |
7 |
p. 4227-4240
|
article
|
| 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
|
article
|
| 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
|
article
|
| 17 |
Hydrofracturing fluid-weakened shear behavior of sandstone joints
|
Song, Jinliang
|
|
|
19 |
7 |
p. 4367-4379
|
article
|
| 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
|
article
|
| 19 |
Influence of slope topography on soil-structure interaction during earthquakes
|
Das, Sukanta
|
|
|
19 |
7 |
p. 4715-4730
|
article
|
| 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
|
article
|
| 21 |
Interaction domains for capacity- and performance-based design of pile groups
|
Cesaro, Raffaele
|
|
|
19 |
7 |
p. 4695-4714
|
article
|
| 22 |
Landslide displacement prediction by using Bayesian optimization–temporal convolutional networks
|
Yang, Jian
|
|
|
19 |
7 |
p. 4947-4965
|
article
|
| 23 |
Liquefaction numerical analysis of cantilevered retaining walls with saturated backfill containing fines content
|
Iraji, Amin
|
|
|
19 |
7 |
p. 4457-4483
|
article
|
| 24 |
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks
|
Ouyang, Weihang
|
|
|
19 |
7 |
p. 4765-4790
|
article
|
| 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
|
article
|
| 26 |
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression
|
Zeng, Zhi-Xiong
|
|
|
19 |
7 |
p. 4809-4822
|
article
|
| 27 |
Modeling self-compaction and static stability of a copper filtered tailings pile under unsaturated conditions
|
Gallardo, Ricardo
|
|
|
19 |
7 |
p. 4297-4312
|
article
|
| 28 |
Modelling tunnelling-induced deformation in stiff soils with a hyperelastic–plastic anisotropic model
|
Cudny, Marcin
|
|
|
19 |
7 |
p. 4873-4894
|
article
|
| 29 |
Model prediction of cyclic liquefaction resistance of gassy soils
|
Mele, Lucia
|
|
|
19 |
7 |
p. 4415-4435
|
article
|
| 30 |
Multi-objective analysis of the Sand Hypoplasticity model calibration
|
Mendez, Francisco J.
|
|
|
19 |
7 |
p. 4241-4254
|
article
|
| 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
|
article
|
| 32 |
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils
|
Zeng, Lifeng
|
|
|
19 |
7 |
p. 4343-4366
|
article
|
| 33 |
Physical model tests on the dynamic behaviors of pile foundations subjected to adjacent tunnel blasting
|
Xia, Yuqing
|
|
|
19 |
7 |
p. 4655-4674
|
article
|
| 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
|
article
|
| 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
|
article
|
| 36 |
Probabilistic analysis of georisk from capping of contaminated sediment in Gunneklev Fjord, Norway
|
Le, Thi Minh Hue
|
|
|
19 |
7 |
p. 4929-4946
|
article
|
| 37 |
Simhypo-sand: a simple hypoplastic model for granular materials and SPH implementation
|
Wang, Shun
|
|
|
19 |
7 |
p. 4533-4555
|
article
|
| 38 |
Strain-rate effect on the hydro-mechanical behaviour of unsaturated damaged Callovo–Oxfordian claystone
|
Wang, Hao
|
|
|
19 |
7 |
p. 4313-4324
|
article
|
| 39 |
Strengthening mechanism of plum blossom pile composite foundation
|
Li, Long
|
|
|
19 |
7 |
p. 4791-4808
|
article
|
| 40 |
Undrained mechanical behavior of saturated completely decomposed granite: experimental investigation and constitutive modeling
|
Zhang, Wan-Lu
|
|
|
19 |
7 |
p. 4675-4693
|
article
|
| 41 |
Undrained shear strength prediction of clays using liquidity index
|
Wang, Qiusheng
|
|
|
19 |
7 |
p. 4325-4342
|
article
|
| 42 |
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock
|
Li, Shiqi
|
|
|
19 |
7 |
p. 4381-4397
|
article
|
| 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
|
article
|
Journal description