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...

Full description

Bibliographic Details
Main Authors: Yuming Lu, Wei Wang
Format: Article
Language:English
Published: Elsevier 2024-07-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509524001566