Influence of Salinity-Based Osmotic Suction on the Shear Strength of a Compacted Clay-Reference-Cited by-同舟云学术

Influence of Salinity-Based Osmotic Suction on the Shear Strength of a Compacted Clay

Published:2021-05 Issue:5 Volume:21 Page:04021041
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jayathilaka Pubudu¹,Indraratna Buddhima²,Heitor Ana³

Affiliation:

1. Ph.D. Student, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Keiraville, NSW 2522, Australia.

2. Distinguished Professor of Civil Engineering, Director, Transport Research Centre, Univ. of Technology Sydney, Ultimo, NSW 2007, Australia; formerly, Director, Australian Research Council (ARC) Industrial Transformation Training Centre, ITTC-Rail, Univ. of Wollongong, Keiraville, NSW 2522, Australia (corresponding author).

3. School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK; formerly, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Keiraville, NSW 2522, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001988

Reference38 articles.

1. Estimation of osmotic suction from electrical conductivity and water content measurements in unsaturated soils;Abedi-Koupai J.;Geotech. Test. J.,2007

2. Detecting soil salinity changes in irrigated Vertisols by electrical resistivity prospection during a desalinisation experiment

3. Bioremediation of Salt Affected Soils: An Indian Perspective

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