Soil structure as an indicator of soil functions: A review

E Rabot, M Wiesmeier, S Schlüter, HJ Vogel - Geoderma, 2018 - Elsevier
Since many processes in soil are highly sensitive to soil structure, this review intends to
evaluate the potential of observable soil structural attributes to be used in the assessment of …

Reactive transport in evolving porous media

N Seigneur, KU Mayer… - Reviews in Mineralogy …, 2019 - pubs.geoscienceworld.org
Reactive transport modeling is a process-based approach that accounts for advection,
diffusion, dispersion and a multitude of biogeochemical reactions. The occurrence of these …

[PDF][PDF] 化学溶液作用下基于压实膨润土孔隙结构演化的土水特征模型研究

贺勇, 卢普怀, 滕继东, 叶为民 - 工程地质学报, 2022 - dsjyj.com.cn
摘要在高放废弃物深地质处置库复杂的地下水环境影响下, 缓冲/回填材料微观孔隙结构的改变
通常会大大影响其水力性质. 为探究这种影响, 众多学者从不同理论出发, 建立了相应的土水特征 …

Estimation of permeability function from the soil–water characteristic curve

Q Zhai, H Rahardjo - Engineering Geology, 2015 - Elsevier
Because direct measurement is time-consuming and costly, the permeability function of
unsaturated soil is commonly determined by estimation using the soil–water characteristic …

Innovative overview of SWRC application in modeling geotechnical engineering problems

KC Onyelowe, FF Mojtahedi, S Azizi, HA Mahdi… - Designs, 2022 - mdpi.com
The soil water retention curve (SWRC) or soil–water characteristic curve (SWCC) is a
fundamental feature of unsaturated soil that simply shows the relationship between soil …

Hydromechanical modeling of unsaturated flow in double porosity media

J Choo, JA White, RI Borja - International Journal of Geomechanics, 2016 - ascelibrary.org
Geomaterials with aggregated structure or containing fissures often exhibit a bimodal pore
size distribution that can be viewed as two coexisting pore regions of different scales. The …

Stabilized mixed finite elements for deformable porous media with double porosity

J Choo, RI Borja - Computer Methods in Applied Mechanics and …, 2015 - Elsevier
Natural geomaterials such as fissured rocks and aggregated soils often exhibit a pore size
distribution with two dominant pore scales, usually termed macropores and micropores …

[HTML][HTML] A study on how to couple thermo-hydro-mechanical behaviour of unsaturated soils: Physical equations, numerical implementation and examples

AA Abed, WT Sołowski - Computers and Geotechnics, 2017 - Elsevier
This paper describes a thermo-hydro-mechanical framework suitable for modelling the
behaviour of unsaturated soils. In particular, this paper focuses on bentonite clay subjected …

Cam-Clay plasticity, Part VIII: A constitutive framework for porous materials with evolving internal structure

RI Borja, J Choo - Computer Methods in Applied Mechanics and …, 2016 - Elsevier
Natural geomaterials often exhibit pore size distributions with two dominant porosity scales.
Examples include fractured rocks where the dominant porosities are those of the fractures …

Influence of wetting–drying cycles on the compression behavior of a compacted loess from microstructure analysis

K Yuan, W Ni, X Lü, GD Vecchia, H Wang, L Li… - Bulletin of Engineering …, 2022 - Springer
This study explores the compression deformation characteristics of compacted loess after
different wetting–drying (WD) cycles, by tracking microstructure changes by scanning …