An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress-Reference-Cited by-同舟云学术

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An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress

Published:2024-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Soleymani Borujerdi Saman^ORCID,Haeri S. Mohsen^ORCID,Akbari Garakani Amir^ORCID,Desai Chandrakant S.

Funder

Sharif University of Technology

Publisher

Elsevier BV

Reference87 articles.

1. Almahbobi, S., 2018. Experimental study of volume change and shear strength behavior of statically compacted collapsible soil. PhD Thesis. Cardiff University, Cardiff, UK.

2. ASTM D2216–19, 2019. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM International, West Conshohocken, PA, USA.

3. ASTM D2488–17e1, 2017. Standard practice for description and identification of soils (visual-manual procedure). ASTM International, West Conshohocken, PA, USA.

4. ASTM D5298–16, 2016. Standard test method for measurement of soil potential (suction) using filter paper. ASTM International, West Conshohocken, PA, USA.

5. Athukorala, R., 2013. Geotechnical characteristics of an erodible soil stabilized by lignosulfonate – An analytical perspective. PhD Thesis. University of Wollongong, Wollongong NSW, Australia.

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