Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state-Reference-Cited by-同舟云学术

Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state

Published:2016-11-07 Issue:2 Volume:12 Page:118-132
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Mahmoudi Youcef¹,Cherif Taiba Abdellah¹,Belkhatir Mostefa¹²,Arab Ahmed¹,Schanz Tom²

Affiliation:

1. Laboratory of Material Sciences & Environment, University of Chlef, Chlef 02000, Algeria

2. Laboratory of Foundation Engineering, Soil and Rock Mechanics, Bochum Ruhr University, Bochum 44801, Germany

Funder

Alexander von Humboldt-Stiftung

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2016.1252140

Reference39 articles.

1. ASTM D 4253-00. 2002. Standard test method for maximum index density and unit weight of soils using a vibratory table, West Conshohocken, PA, Annual Book of ASTM Standards. American Society for Testing and Materials, 1–14.

2. ASTM D 4254-00. 2002. Standard test method for minimum index density and unit weight of soils and calculation of relative density, West Conshohocken, PA, Annual Book of ASTM Standards. American Society for Testing and Materials, 1–9.

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

4. Insight into the Effects of Gradation on the Pore Pressure Generation of Sand–Silt Mixtures

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