[HTML][HTML] Review of collapse triggering mechanism of collapsible soils due to wetting

P Li, S Vanapalli, T Li - Journal of Rock Mechanics and Geotechnical …, 2016 - Elsevier
Loess soil deposits are widely distributed in arid and semi-arid regions and constitute about
10% of land area of the world. These soils typically have a loose honeycomb-type meta …

Review of fundamental principles in modelling unsaturated soil behaviour

D Sheng - Computers and Geotechnics, 2011 - Elsevier
An unsaturated soil is a state of the soil. All soils can be partially saturated with water.
Therefore, constitutive models for soils should ideally represent the soil behaviour over …

An insight into the water retention properties of compacted clayey soils

E Romero, G Della Vecchia, C Jommi - Géotechnique, 2011 - icevirtuallibrary.com
Experimental data from different testing methodologies on different compacted clayey soils,
with dominant bimodal pore size distribution, are presented and analysed, to provide a …

Soil–environment interactions in geotechnical engineering

A Gens - Géotechnique, 2010 - icevirtuallibrary.com
The range of problems that geotechnical engineers must face is increasing in complexity
and scope. Often, complexity arises from the interaction between the soil and the …

A new modelling approach for unsaturated soils using independent stress variables

D Sheng, DG Fredlund, A Gens - Canadian Geotechnical …, 2008 - cdnsciencepub.com
Although a number of constitutive models for unsaturated soils exist in the literature, some
fundamental questions have not been fully answered. There are questions related to (i) the …

Interpretation of unsaturated soil behaviour in the stress–saturation space, I: volume change and water retention behaviour

AN Zhou, D Sheng, SW Sloan, A Gens - Computers and Geotechnics, 2012 - Elsevier
Unsaturated soil behaviour, such as volume change, shear strength and yield stress, is
usually interpreted and modelled in terms of stress and suction. This approach is consistent …

A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses

N Khalili, MA Habte, S Zargarbashi - Computers and Geotechnics, 2008 - Elsevier
A fully coupled constitutive model is presented for describing the flow and deformation
behaviour of unsaturated soils. The elastic–plastic behaviour due to loading and unloading …

Estimation of unsaturated shear strength from soil–water characteristic curve

Q Zhai, H Rahardjo, A Satyanaga, G Dai - Acta Geotechnica, 2019 - Springer
Many shallow foundations are constructed within the soil layer above the groundwater table,
where the soil remains unsaturated, and the failure of shallow foundation is mostly related to …

Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview

CWW Ng, C Zhou, CF Chiu - Acta Geotechnica, 2020 - Springer
An unsaturated soil is a three-phase material that is ubiquitous on the earth's surface. The
fully saturated and completely dry states are just two limiting conditions of an unsaturated …

Rainfall-induced soil slope failure

L Zhang, J Li, X Li, J Zhang… - Florida: Taylor&Francis …, 2016 - api.taylorfrancis.com
Rainfall-induced landslides pose a significant threat to the public safety in many parts of the
world especially in tropical or subtropical mountainous areas. The research field of …