Suitability of swelling and collapse theory proposed based on virgin compression surface
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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
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| 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 |
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