Numerical Modelling of Embankment on Soft Clay
This paper aims to predict deformation of embankment on soft clay of Muar. The prediction performance focusing on displacement at critical fill height of 5.5 m. The study was based on reported result in 1992. With the aid of computer intelligence, the advanced constitutive soil models could be adopt...
Saved in:
Published in | IOP conference series. Materials Science and Engineering Vol. 136; no. 1; pp. 12021 - 12029 |
---|---|
Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
01.07.2016
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Summary: | This paper aims to predict deformation of embankment on soft clay of Muar. The prediction performance focusing on displacement at critical fill height of 5.5 m. The study was based on reported result in 1992. With the aid of computer intelligence, the advanced constitutive soil models could be adopted to analyze the soft clay behavior. The COMSOL Multiphysics (v4.4) has been used to simulate the problem with coupled physics available in the software. The vertical displacements are in good agreement close to published result. |
---|---|
Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 1757-8981 1757-899X |
DOI: | 10.1088/1757-899X/136/1/012021 |