One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept-Reference-Cited by-同舟云学术

One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mahmoudi Youcef¹,Taiba Abdellah Cherif²,Belkhatir Mostefa³^ORCID

Affiliation:

1. Associate Professor, Laboratory of Material Sciences and Environment, Hassiba Ben Bouali Univ., Chlef 02000, Algeria (corresponding author).

2. Associate Professor, Laboratory of Material Sciences and Environment, Hassiba Ben Bouali Univ., Chlef 02000, Algeria; Laboratory of Architecture, Cities and Environment, Hassiba Ben Bouali Univ., Chlef 02000, Algeria.

3. Professor, Laboratory of Material Sciences and Environment, Hassiba Ben Bouali Univ., Chlef 02000, Algeria; Alexander von Humboldt Foundation Researcher, Berlin 10117, Germany. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9784

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3. ASTM. 2002b. Standard test method for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-02. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM.

4. ASTM. 2011. Standard practice for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435-11. West Conshohocken, PA: ASTM.

5. Compression Behaviour of Chlef Sand and Transition of Fines Content Using Pressure-Dependent Maximum Void Ratios of Sand

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