Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures-Reference-Cited by-同舟云学术

Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures

Published:2024-06-19 Issue: Volume: Page:1-19
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Taiba Abdellah Cherif¹,Mahmoudi Youcef²,Hazout Leila³,Belkhatir Mostefa²⁴

Affiliation:

1. Laboratory of Architecture, Cities and Environment, University of Chlef, Chlef, Algeria

2. Laboratory of Material Sciences & Environment, University of Chlef, Chlef, Algeria

3. Civil engineering department, Saâd Dahlab University of Blida, Blida, Algeria

4. Alexander von Humboldt Foundation Researcher, Germany, Germany

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2367740

Reference50 articles.

1. ASTM D 4253-00. 2002. “Standard Test Method for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.” Annual Book of ASTM Standards, 1–14. West Conshohocken, PA: American Society for Testing and Materials.

2. ASTM D 4254-00. 2002. “Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.” Annual Book of ASTM Standards, 1–9. Conshohocken, PA: American Society for Testing and Materials, West.

3. Effect of grading characteristics on the undrained shear strength of sand: review with new evidences

4. A state parameter for sands

5. Experimental Study of Undrained Shear Strength of Silty Sand: Effect of Fines and Gradation

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