Suitability of swelling and collapse theory proposed based on virgin compression surface
Download
18- Swelling Collapse- Asmaa.pdf
- Published Version
(3MB)
| Preview
Available under license: Creative Commons Attribution Non-commercial No Derivatives
Export
Al-Taie, Asmaa ORCID: 0000-0002-2734-9195, Disfani, Mahdi
ORCID: 0000-0002-9231-8598 and Yaghoubi, Ehsan
ORCID: 0000-0003-0639-0225
(2021)
Suitability of swelling and collapse theory proposed based on virgin compression surface.
Soils and Foundations, 61 (1).
pp. 113-128.
ISSN 0038-0806
Dimensions Badge
Altmetric Badge
Item type | Article |
URI | https://vuir.vu.edu.au/id/eprint/42494 |
DOI | 10.1016/j.sandf.2020.11.003 |
Official URL | https://www.sciencedirect.com/science/article/pii/... |
Subjects | Current > FOR (2020) Classification > 4005 Civil engineering Current > Division/Research > College of Science and Engineering |
Keywords | collapse and swelling; expansive clays; lime treatment; modified MPK framework; soil suction |
Citations in Scopus | 5 - View on Scopus |
Download/View statistics | View download statistics for this item |
CORE (COnnecting REpositories)