Numerical simulation in foundation due to settlement problem

This study describes a study on the geotechnical behavior of two different type of footing using finite element code, PLAXIS 2D. In determining the suitable of footing to loadings, design criteria should function according to the soil and types of structures erected on it. Higher loading will requir...

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Main Author:	Jeman, Mimi Sulastrie
Format:	Thesis
Language:	English
Published:	2015
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/53764/25/MimiSulastrieJemanMFKA2015.pdf
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id	my-utm-ep.53764
record_format	uketd_dc
spelling	my-utm-ep.537642020-09-02T03:31:04Z Numerical simulation in foundation due to settlement problem 2015-01 Jeman, Mimi Sulastrie TA Engineering (General). Civil engineering (General) This study describes a study on the geotechnical behavior of two different type of footing using finite element code, PLAXIS 2D. In determining the suitable of footing to loadings, design criteria should function according to the soil and types of structures erected on it. Higher loading will require bigger footing as this will give better support. However, this is not economical as more materials will be needed for the construction of the footing. Different type of footing might affect the performance of geotechnical behavior. It is essential since such design analysis, which based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modeling purposes. In conjunction to this matter, the potential of PLAXIS 2D finite element to predict the settlement of soft soil base on different type of footing are performed successfully. 2015-01 Thesis http://eprints.utm.my/id/eprint/53764/ http://eprints.utm.my/id/eprint/53764/25/MimiSulastrieJemanMFKA2015.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:85250 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Jeman, Mimi Sulastrie Numerical simulation in foundation due to settlement problem
description	This study describes a study on the geotechnical behavior of two different type of footing using finite element code, PLAXIS 2D. In determining the suitable of footing to loadings, design criteria should function according to the soil and types of structures erected on it. Higher loading will require bigger footing as this will give better support. However, this is not economical as more materials will be needed for the construction of the footing. Different type of footing might affect the performance of geotechnical behavior. It is essential since such design analysis, which based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modeling purposes. In conjunction to this matter, the potential of PLAXIS 2D finite element to predict the settlement of soft soil base on different type of footing are performed successfully.
format	Thesis
qualification_level	Master's degree
author	Jeman, Mimi Sulastrie
author_facet	Jeman, Mimi Sulastrie
author_sort	Jeman, Mimi Sulastrie
title	Numerical simulation in foundation due to settlement problem
title_short	Numerical simulation in foundation due to settlement problem
title_full	Numerical simulation in foundation due to settlement problem
title_fullStr	Numerical simulation in foundation due to settlement problem
title_full_unstemmed	Numerical simulation in foundation due to settlement problem
title_sort	numerical simulation in foundation due to settlement problem
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2015
url	http://eprints.utm.my/id/eprint/53764/25/MimiSulastrieJemanMFKA2015.pdf
_version_	1747817622867542016

Numerical simulation in foundation due to settlement problem

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