Unified Consolidation-Creep-Collapse Phenomena in an Unsaturated Sand-Bentonite Mixture-Reference-Cited by-同舟云学术

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Unified Consolidation-Creep-Collapse Phenomena in an Unsaturated Sand-Bentonite Mixture

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
language:
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Author:

Ajdari Mohsen¹²³,Keshavarz Saeed¹²³,Vahedifard Farshid¹²³

Affiliation:

1. Research Assistant, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

2. Graduate Student, Dept. of Civil Engineering, School of Engineering, Fasa Univ., Iran.

3. CEE Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484708.059

Reference32 articles.

1. Predicting effective stress parameter of unsaturated soils using neural networks

2. The role of suction and degree of saturation on the hydro-mechanical response of a dual porosity silt–bentonite mixture

3. A Modified Osmotic Diaphragmatic Oedometer for Investigating the Hydro-Mechanical Response of Unsaturated Soils

4. Consolidation and creep phenomena in a sand-bentonite mixture under controlled suctions;Ajdari M.;Geomechanics and Geoengineering,2020

5. A constitutive model for partially saturated soils

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