Volume-Change Behavior of Lime-Stabilized Expansive Soils after Experiencing Different Loading Conditions-Reference-Cited by-同舟云学术

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Volume-Change Behavior of Lime-Stabilized Expansive Soils after Experiencing Different Loading Conditions

Published:2024-05-03 Issue: Volume:27 Page:137-146
ISSN:
Container-title:IFCEE 2024
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Author:

Najafian Jazi Fereydoun¹²³⁴,Hosseini S. M. Mir Mohammad¹²³⁴,Ghasemi-Fare Omid¹²³⁴,Rockaway Thomas D.¹²³⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Louisville, Louisville.

2. Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran, Iran.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Louisville, Louisville.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Louisville, Louisville.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485415.015

Reference23 articles.

1. Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil

2. Swelling characteristics of lime-treated expansive soils;Al-Mhaidib A.;Geotechnical engineering,1996

3. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C

4. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman

5. Stabilization of expansive soils using chemical additives: A review;Barman D.;Journal of Rock Mechanics and Geotechnical Engineering,2022

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