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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Nature Publishing Group
2025
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| Subjects: | |
| Online Access: | https://umpir.ump.edu.my/id/eprint/45356/ |