Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil

[thumbnail of Ep45269.pdf]
Preview
Ep45269.pdf - Published Version (4MB) | Preview
Available under license: Creative Commons Attribution

Jaffar, STA, Abid, MM, Khan, SZ, Jafri, T, Rehman, ZU, Tariq, Muhammad Atiq Ur Rehman ORCID: 0000-0002-0226-7310 and Ng, A. W. M ORCID: 0000-0002-7698-9068 (2022) Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil. Sustainability (Switzerland), 14 (5). ISSN 2071-1050

Dimensions Badge

Altmetric Badge

Item type Article
URI https://vuir.vu.edu.au/id/eprint/45269
DOI 10.3390/su14052493
Official URL https://www.mdpi.com/2071-1050/14/5/2493
Subjects Current > FOR (2020) Classification > 4005 Civil engineering
Current > Division/Research > College of Science and Engineering
Current > Division/Research > Institute for Sustainable Industries and Liveable Cities
Keywords flexible pavements; resilient modulus (MR); subgrade; modifiers; triaxial test
Citations in Scopus 6 - View on Scopus
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login