2D finite element analysis for deformation and stability of bamboo reinforced embankment / AAminaton Marto, Badrul Nizam Ismail, Ismail Bakar and Bakhtiar Affendi Othman
The problem of soft clay is associated with low bearing capacity and high compressibility. The improvement and stabilization of these soils usually involve expensive soil improvement method. A research has been carried out on the use of locally available bamboo, laid in 1 m square pattern, for reinf...
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| Format: | Article |
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Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA)
2012
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| Online Access: | http://ir.uitm.edu.my/id/eprint/8855/ |