Use of Nano-Level Constitutive Model to Predict the Volume Change Behavior of the Treated Expansive Clays-Reference-Cited by-同舟云学术

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Use of Nano-Level Constitutive Model to Predict the Volume Change Behavior of the Treated Expansive Clays

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2018
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Short-container-title:

Author:

Abduljauwad Sahel N.¹²,Ahmed Habib-ur-Rehman¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia.

2. Visiting Faculty, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481585.015

Reference26 articles.

1. Characteristics and chemical treatment of expansive clay in Al-Qatif, Saudi Arabia;Abduljauwad S. N.;Engineering Geology, (30),1991

2. Laboratory and field studies of response of structures to heave of expansive clay

3. Ahmed H. R. and Abduljauwad S. N. (2016). "Nano-level constitutive model for expansive clays." Geotechnique 10.1680/jgeot.15.P.140.

4. Special Problem Soils, General Report;Alonso E. E.;Proceedings 9th European Conference on Soil Mechanics, Dublin,1987

5. A constitutive model for partially saturated soils

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