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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Bibliografski detalji
Glavni autor: Rohim, Rohamezan (Autor)
Format: Knjiga
Izdano: Universiti Teknologi MARA Cawangan Pulau Pinang, 2003.
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