Elastoplastic responses of unsaturated highly expansive clay stabilized by MOC-based multiphase agent under static and cyclic loadings-Reference-Cited by-同舟云学术

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Elastoplastic responses of unsaturated highly expansive clay stabilized by MOC-based multiphase agent under static and cyclic loadings

Published:2024-07 Issue: Volume:20 Page:e03005
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Lu Yuming,Wang Wei

Publisher

Elsevier BV

Reference72 articles.

1. Freeze-thaw and wetting-drying effects on the hydromechanical behavior of a stabilized expansive soil;Ding;Constr. Build. Mater.,2021

2. Foundation Engineering for Expansive Soils;Nelson,2015

3. Effects of compaction conditions and external stress on the one-dimensional swelling behaviors of expansive clay;Wei;Environ. Earth Sci.,2023

4. Effect of acid rain on swelling property and microstructure of natural expansive soil;Xiao;Arab. J. Geosci.,2022

5. Stability and micro-mechanisms of lignin-improved soil in a drying-wetting environment;Wang;KSCE J. Civ. Eng.,2022

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1. Effects of wollastonite powder on the geotechnical properties of a dispersive clayey soil;Discover Applied Sciences;2024-08-06

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