Experimental and numerical simulation study on mechanical and engineering properties of silt roadbed under capillary water
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02427-8.pdf
Reference53 articles.
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2. Al-Samahiji D, Houston SL, Houston WN (2000) Degree and extent of wetting due to capillary rise in soils. Transp Res Rec 1709:114 120. https://doi.org/10.3141/1709-14
3. Bao CG (2004) Behavior of unsaturated soil and stability of expansive soil slope. Chin J Geotech Eng 1:1–15
4. Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13:177–197. https://doi.org/10.1680/geot.1963.13.3.177
5. Cavalcante ALB, Mascarenhas PVS (2021) Efficient approach in modeling the shear strength of unsaturated soil using soil water retention curve. Acta Geotech. https://doi.org/10.1007/s11440-021-01144-6
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