Compression characteristic of unsaturated residual soils by constant rate of strain test

In geotechnical engineering, residual soils have been of great concern in recent years. This is mainly due to more developments being built on residual soils. One important characteristic of residual soils is its unsaturated nature and the existence of negative pore-water pressure. This project aims...

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Bibliographic Details
Main Author: Tan, Wei Jian.
Other Authors: Leong Eng Choon
Format: Final Year Project
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/45027
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Institution: Nanyang Technological University
Language: English
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