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Thermally Treated Clay as a Stabilizing Agent for Expansive Clayey Soil: Some Engineering Properties Cover

Thermally Treated Clay as a Stabilizing Agent for Expansive Clayey Soil: Some Engineering Properties

Studia Geotechnica et Mechanica
Volume 40 (2018): Issue 3 (November 2018)
By: Aref M. Al-Swaidani,  Ibraheem Hamood and  Ayman Meziab  
Open Access
|Nov 2018

Authors

Aref M. Al-Swaidani

aydlswaidan@gmail.com

Faculty of Architectural Engineering, Arab International University, Damascus, Syria

Ibraheem Hamood

Department of Geotechnical Engineering, Faculty of Civil Engineering, Damascus University, Damascus, Syria

Ayman Meziab

Faculty of Architectural Engineering, Arab International University, Damascus, Syria
Department of Geotechnical Engineering, Faculty of Civil Engineering, Damascus University, Damascus, Syria
DOI: https://doi.org/10.2478/sgem-2018-0025 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 220 - 232
Submitted on: Jul 23, 2018
|
Accepted on: Oct 4, 2018
|
Published on: Nov 22, 2018
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
thermally treated clay,
soil improvement,
plasticity index,
linear shrinkage
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2018 Aref M. Al-Swaidani, Ibraheem Hamood, Ayman Meziab, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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