Shear strength, compressibility, and consolidation behaviour of expansive clay soil stabilized with lime and silica fume

Expansive clay soils cause structural failures in construction due to volume changes with moisture, but hydrated lime effectively stabilizes them by improving shear strength and reducing plasticity. To address environmental concerns with traditional stabilizers like cement, silica fume, a byproduct...

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Bibliographic Details

Main Authors:	Almuaythir, Sultan, Muhammad Syamsul Imran, Zaini, Muzamir, Hasan
Format:	Article
Language:	en
Published:	Nature Publishing Group 2025
Subjects:	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/45356/1/WOS-SCIE-SPRINGER%20%28Q1%29%20%282025%29%20Shear%20strength%2C%20compressibility%2C%20and%20consolidation%20behaviour%20of%20expansive%20clay%20soil%20stabilized%20with%20lime%20and%20silica%20fume%20%281%29.pdf http://umpir.ump.edu.my/id/eprint/45356/ https://doi.org/10.1038/s41598-025-10642-6
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