Numerical analysis of an expansive subgrade slope subjected to rainfall infiltration
Author:
Funder
ShanXi Science and Technology Department
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02274-7.pdf
Reference22 articles.
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3. Ferber V, Auriol JC, Cui YL et al (2008) Wetting-induced volume changes in compacted silty clays and high-plasticity clays. Can Geotech J 45(2):252–265
4. Fredlund DG, Morgenstem NR, Widger RA (1978) The shear strength of unsaturated soils. Can Geotech J 15(3):313–321
5. Grime RE (1986) Clay Mineralogy. McGraw-Hill, New York
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