A thermomechanical constitutive model for unsaturated clays
Author:
Affiliation:
1. School of Engineering, Kharazmi University, Tehran 15614, Iran
Funder
Vice Chancellor in Research, Kharazmi University
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2016.1260312
Reference57 articles.
1. A constitutive model for partially saturated soils
2. Bishop, A. W. 1959. The principle of effective stress, Teknish Ukebladk, Oslo, 859–863.
3. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils
4. Elastoplastic soil constitutive laws generalized to partially saturated states
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