The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil
Author:
Funder
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03523-7.pdf
Reference56 articles.
1. Al-Obaidi QA, Schanz T (2022) Deformation of unsaturated collapsible soils under suction control. J Mech Behav Mater 31:623–630. https://doi.org/10.1515/jmbm-2022-0067
2. Alassal MA, Hassan AM, Elmamlouk HH (2023) Collapse potential prediction and characteristics of unsaturated sandy soils. Geotech Geol Eng 41:2759–2774. https://doi.org/10.1007/s10706-023-02425-5
3. American Society for Testing and Materials (2017) D2487–17e1: Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International. West Conshohocken, PA, USA, p. 10. https://doi.org/10.1520/D2487-17E01
4. American Society for Testing and Materials (2018) D4404: Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry. ASTM International. West Conshohocken, PA, USA, p. 8. https://doi.org/10.1520/D4404-18
5. American Society for Testing and Materials (2020) D2435/D2435M-11: Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM International. West Conshohocken, PA, USA, p. 14. https://doi.org/10.1520/D2435_D2435M-11R20
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