Assessing the effect of moulding water content on the behaviour of lime-stabilised an expansive soil-Reference-Cited by-同舟云学术

Assessing the effect of moulding water content on the behaviour of lime-stabilised an expansive soil

Published:2021-03-23 Issue: Volume: Page:1-13
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Driss Abdelmoumen Aala-Eddin¹,Harichane Khelifa¹,Ghrici Mohamed¹,Gadouri Hamid¹²^ORCID

Affiliation:

1. Geomaterials Laboratory, Civil Engineering Department, Hassiba Benbouali University, Chlef, Algeria

2. Earth Sciences Department, Khemis Miliana University, Ain Defla, Algeria

Funder

General Directorate for Scientific Research and Technological Development

Algerian Minister of Higher Education and Scientific Research

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1903092

Reference48 articles.

1. Stabilisation des sols gonflants: cas d'une argile en provenance de Mila (Algérie)

2. Behaviour and mineralogy changes in lime-treated expansive soil at 50°C

3. Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil

4. ASTM C110, 2016. Standard test methods for physical testing of quicklime, hydrated lime, and limestone. West Conshohocken, PA: ASTM International. Available from: www.astm.org

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