WITHDRAWN: Effect of matric suction on stress-induced anisotropy behavior of unsaturated clay-Reference-Cited by-同舟云学术

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WITHDRAWN: Effect of matric suction on stress-induced anisotropy behavior of unsaturated clay

Published:2024-08-29 Issue: Volume: Page:
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Author:

Su Yanlin¹,Cai Guoqing¹,Li Jialiang¹,Shan Yepeng¹,Yang Rui¹

Affiliation:

1. Beijing Jiaotong University

Abstract

The full text of this preprint has been withdrawn by the authors while they make corrections to the work. Therefore, the authors do not wish this work to be cited as a reference. Questions should be directed to the corresponding author.

Publisher

Springer Science and Business Media LLC

Reference57 articles.

1. Deviatoric behaviour of compacted unsaturated soils within (q, vw, p) space-an experimental study;Abeyrathne A;Acta Geotech,2023

2. Experimental investigation of evolving anisotropy in unsaturated soils;Al-Sharrad MA;Geotechnique,2017

3. Three-dimensional stress-strain and strength behavior of silt- clay transition soils;Anantanasakul P;Can Geotech J,2023

4. Induced anisotropy in a sand;Arthur J;Geotechnique,1977

5. ASTM D698-12 (2012) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12400ft-lbf/ft 3 (600 kN-m/m3)). ASTM D698-12, ASTM International, West Conshohocken, PA, USA. https://doi.org/10.1520/D0698-12

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