An Investigation of the Effect of Curing Temperature on the Deformation Characteristics of the Stabilized Soil Layers Treated with Lime and Tuff Wastes with Response Surface Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-021-00697-6.pdf
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3. Cabezas R, Cataldo C (2019) Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils. Cogent Eng. https://doi.org/10.1080/23311916.2019.1592658
4. Calik U, Sadoglu E (2014) Engineering properties of expansive clayey soil stabilized with lime and perlite. Geomech Eng 6(4):403–418. https://doi.org/10.12989/gae.2014.6.4.403
5. Çelik S, Majedi P, Akbulut S (2019) Granular soil improvement by using polyester grouts. Iranian J Sci Technol Trans Civ Eng 43(3):599–606. https://doi.org/10.1007/s40996-018-0203-3
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