Volumetric Behavior and Soil Water Characteristic Curve of Untreated and Lime-Stabilized Reactive Clay-Reference-Cited by-同舟云学术

Volumetric Behavior and Soil Water Characteristic Curve of Untreated and Lime-Stabilized Reactive Clay

Published:2019-02 Issue:2 Volume:19 Page:04018192
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Al-Taie Asmaa¹,Disfani Mahdi²,Evans Robert³,Arulrajah Arul⁴,Horpibulsuk Suksun⁵

Affiliation:

1. Ph.D. Candidate, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia; Assistant Professor, Dept. of Civil Engineering, Univ. of Baghdad, Baghdad, Iraq.

2. Senior Lecturer in Geotechnical Engineering, Dept. of Infrastructure Engineering, Melbourne School of Engineering, Univ. of Melbourne, Parkville, Melbourne, VIC 3010, Australia (corresponding author).

3. Senior Lecturer, Dept. of Civil Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

4. Professor, Dept. of Civil Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

5. Professor, Dept. of Civil Engineering, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Adjunct Professor, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001336

Reference25 articles.

1. Swell-shrink Cycles of Lime Stabilized Expansive Subgrade

2. Impact of curing on behaviour of basaltic expansive clay

3. Bryson L. S. I. C. Gomez-Gutierrez and T. C. Hopkins. 2011. “Correlations between geotechnical properties and the swell behavior of compacted shales.” in Geo-Frontiers Congress 2011: Advances in geotechnical engineering Geotechnical Special Publication 211 4119–4128. Reston VA: ASCE. https://doi.org/10.1061/41165(397)420.

4. Laboratory Approach for Faster Determination of the Loading-Collapse Yield Curve of Compacted Soils

5. Optimum lime content identification for lime-stabilised rammed earth

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