Numerical investigation of the effect of water content variations in expansive clay subgrades
Author:
Affiliation:
1. Programs of Civil Engineering, Stamford University, Dhaka, Bangladesh
2. Programs of Civil Engineering and Construction Engineering Technology, Louisiana Tech University, Ruston, LA, USA
Funder
The South Plains Transportation Center
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2023.2199662
Reference33 articles.
1. Adem, H.H. 2015. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils.” PhD. Dissertation, University of Ottawa, Ontario, Canada.
2. Constitutive modeling approach for estimating1-Dheave with respect to time for expansive soils
3. Review of methods for predicting in situ volume change movement of expansive soil over time
4. A constitutive model for partially saturated soils
5. Booth, A.J. 2014. “Impacts of desiccation cracking and climate change on highway cutting hydrology.” PhD. Dissertation, Loughborough University, UK.
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