Compaction and Shear Behaviors of Sandy Soil Treated with Lime and Metakaolin
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02555-w.pdf
Reference51 articles.
1. Abdi MR, Ghalandarzadeh A, Shafiei Chafi L (2021) An investigation into the effects of lime on compressive and shear strength characteristics of fiber-reinforced clays. J Rock Mech Geotech Eng 13:885–898. https://doi.org/10.1016/j.jrmge.2020.11.008
2. Ahmed AH, Hassan AM, Lotfi HA (2020) Stabilization of expansive sub-grade soil using hydrated lime and dolomitic-limestone by-product (DLP). Geotech Geol Eng 38:1605–1617. https://doi.org/10.1007/s10706-019-01115-5
3. Al-Aghbari MY, Mohamedzein YEA, Taha R (2009) Stabilisation of desert sands using cement and cement dust. Proc Inst Civ Eng Gr Improv 162:145–151. https://doi.org/10.1680/grim.2009.162.3.145
4. Aldaood A, Bouasker M, Al-Mukhtar M (2021) Mechanical behavior of gypseous soil treated with lime. Geotech Geol Eng 39:719–733. https://doi.org/10.1007/s10706-020-01517-w
5. Al-Gharbawi ASA, Najemalden AM, Fattah MY (2023) Expansive soil stabilization with lime, cement, and silica fume. Appl Sci. https://doi.org/10.3390/app13010436
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1. THMC Behavior of Lime-Stabilized Clay Subgrade Under Daily Thermal Cycles: Column Experiments;Geotechnical and Geological Engineering;2023-08-11
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