Laboratory investigations on the swelling behavior of composite expansive clays stabilized with shallow and deep clay-cement mixing methods-Reference-Cited by-同舟云学术

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Laboratory investigations on the swelling behavior of composite expansive clays stabilized with shallow and deep clay-cement mixing methods

Published:2017-11 Issue: Volume:148 Page:83-94
ISSN:0169-1317
Container-title:Applied Clay Science
language:en
Short-container-title:Applied Clay Science

Author:

Jamsawang Pitthaya,Nuansrithong Nuttapong,Voottipruex Panich,Songpiriyakij Smith,Jongpradist Pornkasem

Funder

King Mongkut's University of Technology North Bangkok

Thailand Research Fund

King Mongkut's University of Technology Thonburi

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Geology

Reference52 articles.

1. Efficiency of quicklime in reducing the swelling potential of pulverized expansive shale Northern Jeddah, Saudi Arabia;Abu Seif;Bull. Eng. Geol. Environ.,2015

2. A method for predicting swelling pressure of compacted bentonites;Agus;Acta Geotech.,2008

3. Geotechnical properties of lime-treated gypseous soils;Aldaood;Appl. Clay Sci.,2014

4. Expensive Soils: Recent Advances in Characterization and Treatment,2006

5. Ground improvement techniques for railway embankments;Arulrajah;Proc. Inst. Civil Eng. Ground Improve.,2009

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