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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Main Author:	Rohim, Rohamezan
Format:	Article
Language:	English
Published:	Universiti Teknologi MARA, Pulau Pinang 2003
Subjects:	Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships
Online Access:	http://ir.uitm.edu.my/id/eprint/11378/ http://ir.uitm.edu.my/id/eprint/11378/1/AJ_ROHAMEZAN%20ROHIM%20ESTEEM%2003.pdf

id	uitm-11378
recordtype	eprints
spelling	uitm-113782020-03-20T02:58:21Z http://ir.uitm.edu.my/id/eprint/11378/ Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim Rohim, Rohamezan Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships 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 sometime forget or neglect the effect caused by the soft soils. The main problem faced by the structure built on the soft soil such as embankment, excavation and tunnel is the effect of time dependent deformation (during primary and secondary consolidation). Soft Soil Creep Model (SSC) and Soft Soil Model (SS) are standard models that are available in PLAXIS. Another two new models are Multilaminate Creep Model (MLC) and Multilaminate Soft Soil Model (MSS). These models were developed recently in the Institute of Geotechnical Engineering, University of Stuttgart. Simulations were conducted to investigate the horizontal and vertical displacements under specified loadings. MSS model shows higher settlement and horizontal displacement after the construction of embankment with 0.32m and 0.06m respectively. MLC model on the other hand shows the highest settlement and horizontal displacement with 2.4m and 0.25m respectively. Universiti Teknologi MARA, Pulau Pinang 2003 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/11378/1/AJ_ROHAMEZAN%20ROHIM%20ESTEEM%2003.pdf Rohim, Rohamezan (2003) Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim. ESTEEM Academic Journal, 1. pp. 29-37. ISSN 1675-7939 (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships
spellingShingle	Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships Rohim, Rohamezan Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
description	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 sometime forget or neglect the effect caused by the soft soils. The main problem faced by the structure built on the soft soil such as embankment, excavation and tunnel is the effect of time dependent deformation (during primary and secondary consolidation). Soft Soil Creep Model (SSC) and Soft Soil Model (SS) are standard models that are available in PLAXIS. Another two new models are Multilaminate Creep Model (MLC) and Multilaminate Soft Soil Model (MSS). These models were developed recently in the Institute of Geotechnical Engineering, University of Stuttgart. Simulations were conducted to investigate the horizontal and vertical displacements under specified loadings. MSS model shows higher settlement and horizontal displacement after the construction of embankment with 0.32m and 0.06m respectively. MLC model on the other hand shows the highest settlement and horizontal displacement with 2.4m and 0.25m respectively.
format	Article
author	Rohim, Rohamezan
author_facet	Rohim, Rohamezan
author_sort	Rohim, Rohamezan
title	Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
title_short	Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
title_full	Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
title_fullStr	Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
title_full_unstemmed	Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
title_sort	numerical analysis of embankment on soft soils with different constitutive models / rohamezan rohim
publisher	Universiti Teknologi MARA, Pulau Pinang
publishDate	2003
url	http://ir.uitm.edu.my/id/eprint/11378/ http://ir.uitm.edu.my/id/eprint/11378/1/AJ_ROHAMEZAN%20ROHIM%20ESTEEM%2003.pdf
first_indexed	2023-09-18T22:47:53Z
last_indexed	2023-09-18T22:47:53Z
_version_	1777417347309502464

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

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