Anisotropic volume change behaviour of soft soil incorporating shear strength / Juhaizad Ahmad
Volume change behaviour of soil is determined from the one-dimensional consolidation test. The weakness of the test is the lateral deformation is not permitted and the volume change is not well presenting the actual site condition. The real soil is exhibiting the anisotropic volume change behaviour...
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Format: | Thesis |
Language: | English |
Published: |
2021
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Subjects: | |
Online Access: | https://ir.uitm.edu.my/id/eprint/59510/1/59510.pdf |
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