Laboratory investigation of the treatment effects by hydraulic binders on the physical and mechanical properties of an overconsolidated expansive clay
Author:
Affiliation:
1. Geomaterials Development Laboratory, Civil Engineering Department, Faculty of Technology, University of M’sila, M’sila, Algeria
Funder
Ministry of Higher Education and Scientific Research
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2017.1376816
Reference34 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 20°C
3. Expansive Soils
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3. Revealing Expansion Mechanism of Cement-Stabilized Expansive Soil with Different Interlayer Cations through Molecular Dynamics Simulations;The Journal of Physical Chemistry C;2020-06-16
4. Analysis of the chemical and microstructural modifications effects on the hydro-mechanical behaviour of a lime-treated clay;International Journal of Geotechnical Engineering;2019-07-11
5. MICROSTRUCTURE AND GEOTECHNICAL CHARACTERISTICS OF A HIGHLY PLASTIC CLAY TREATED BY MAGNESIUM CHLORIDE;MIN SCI;2019
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