Elastoplastic responses of unsaturated highly expansive clay stabilized by MOC-based multiphase agent under static and cyclic loadings
This paper investigates the volumetric behaviors, soil-water and microstructural characteristics, and static and cyclic elastoplastic responses (including the shear strength qu, initial tangent modulus E, resilient modulus MR, and permanent strain εp) of a natural and stabilized expansive clay. The...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2024-07-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509524001566 |