Collapse Prediction Using Static Compaction Curves for Untreated and Treated Basaltic Expansive Clays

Full text for this resource is not available from the Research Repository.

Al-Taie, Asmaa ORCID: 0000-0002-2734-9195, Disfani, Mahdi ORCID: 0000-0002-9231-8598, Evans, Robert, Arulrajah, Arul ORCID: 0000-0003-1512-9803 and Horpibulsuk, Suksun ORCID: 0000-0003-1965-8972 (2017) Collapse Prediction Using Static Compaction Curves for Untreated and Treated Basaltic Expansive Clays. In: ISCA 2017, 5 Dec 2017 - 6 Dec 2017, Melbourne, Australia.

Item type Conference or Workshop Item (Paper)
URI https://vuir.vu.edu.au/id/eprint/44338
Official URL http://hdl.handle.net/1959.3/441130
ISBN 9781925761016
Subjects Current > FOR (2020) Classification > 4005 Civil engineering
Current > Division/Research > Institute for Sustainable Industries and Liveable Cities
Keywords expansive clay, lime, basaltic, Victoria, Australia, collapse
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login