Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim

The problem related to the soft soils deposits is an important role in geotechnical works. Soft soil is very porous and fully saturated in nature. The degree of compressibility is high and low in undrained shear strength due to high amount of moisture content. With the existing equipment, engineers...

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Pengarang Utama: Rohim, Rohamezan
Format: Artikel
Bahasa:English
Diterbitkan: Universiti Teknologi MARA, Pulau Pinang 2003
Subjek-subjek:
Capaian Atas Talian:http://ir.uitm.edu.my/11378/
http://ir.uitm.edu.my/11378/1/AJ_ROHAMEZAN%20ROHIM%20ESTEEM%2003.pdf
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