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

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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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Bibliographic Details
Main Author:	Rohim, Rohamezan
Format:	Article
Language:	English
Published:	Universiti Teknologi MARA Cawangan Pulau Pinang 2003
Subjects:	Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships
Online Access:	https://ir.uitm.edu.my/id/eprint/11378/

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