Freeze-thaw and wetting-drying effects on the hydromechanical behavior of a stabilized expansive soil-Reference-Cited by-同舟云学术

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Freeze-thaw and wetting-drying effects on the hydromechanical behavior of a stabilized expansive soil

Published:2021-03 Issue: Volume:275 Page:122162
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Ding Lu-qiang,Vanapalli Sai K.,Zou Wei-lie,Han Zhong,Wang Xie-qun

Funder

China Scholarship Council

National Natural Science Foundation of China-Guangdong Joint Fund

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference54 articles.

1. China’s different spatial patterns of population growth based on the “Hu Line”;Qi;J. Geogr. Sci.,2016

2. Environmental effects on durability of aggregates stabilized with cementitious materials;Khoury;J. Mater. Civ. Eng.,2007

3. Engineering properties and moisture susceptibility of silty clay stabilized with lime, class C fly ash, and cement kiln dust;Solanki;J. Mater. Civ. Eng.,2009

4. Emerging trends in expansive soil stabilisation: a review;Ikeagwuani;J. Rock Mech. Geotech. Eng.,2019

5. Effect of moisture hysteresis on the resilient modulus of lime-treated expansive clay;Elkady;J. Test. Eval.,2017

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