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Behaviour of Fine-Grained Gypsum-Rich Soil under Triaxial Tests
Al-Nahrain University.
Swedish National Road and Transport Research Institute, Infrastructure, Pavement Technology.ORCID iD: 0000-0003-0478-1150
2019 (English)In: Proceedings of the Institution of Civil Engineers: Construction Materials, ISSN 1747-650X, E-ISSN 1747-6518Article in journal (Refereed) Published
Place, publisher, year, edition, pages
2019.
Keywords [en]
Bearing capacity, Compaction, Failure, Soil, Strength, Stress, Triaxial
National Category
Engineering and Technology
Research subject
60 Road: Soil and geotechnics, 62 Road: Soil mechanics
Identifiers
URN: urn:nbn:se:vti:diva-13580DOI: DOI: 10.1680/jcoma.18.00041OAI: oai:DiVA.org:vti-13580DiVA, id: diva2:1287873
Available from: 2019-02-12 Created: 2019-02-12 Last updated: 2019-05-02Bibliographically approved

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Kuttah, Dina K

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