Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil

This study describes a study on the geotechnical behavior of pad footing shapes using a finite element code, PLAXIS. In determining the suitability of footing to loadings, design criteria requires that the shapes and sizes should function according to the soil and types of structures erected o...

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Main Author:	Adon @ Mohd Don, Rashidah
Format:	Thesis
Language:	English English English
Published:	2009
Subjects:	TA Engineering (General) Civil engineering (General) TA177.4-185 Engineering economy
Online Access:	http://eprints.uthm.edu.my/7426/1/24p%20RASHIDAH%20ADON%20%40%20MOHD%20DON.pdf http://eprints.uthm.edu.my/7426/2/RASHIDAH%20ADON%20%40%20MOHD%20DON%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/7426/3/RASHIDAH%20ADON%20%40%20MOHD%20DON%20WATERMARK.pdf
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id	my-uthm-ep.7426
record_format	uketd_dc
spelling	my-uthm-ep.74262022-07-21T07:21:55Z Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil 2009-05 Adon @ Mohd Don, Rashidah TA Engineering (General). Civil engineering (General) TA177.4-185 Engineering economy This study describes a study on the geotechnical behavior of pad footing shapes using a finite element code, PLAXIS. In determining the suitability of footing to loadings, design criteria requires that the shapes and sizes 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. Theoretically, a larger surface area will disseminate the loadings and reduce possibility offailure. However, this is not economical as more materials will be needed for the construction of the footing. Footing shapes is hypothetically considered as a factor that might affect the performance of footing. Non-linear finite element analyses based on a stress-strain model were performed to obtain the load-settlement responses of axially loaded on pad footings. It is essential since such design analysis, which is based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modeling purpose. In conjunction to this matter, the potential ofPLAXIS V8 finite element to predict the settlement of various shapes pad footing are performed successfully. 2009-05 Thesis http://eprints.uthm.edu.my/7426/ http://eprints.uthm.edu.my/7426/1/24p%20RASHIDAH%20ADON%20%40%20MOHD%20DON.pdf text en public http://eprints.uthm.edu.my/7426/2/RASHIDAH%20ADON%20%40%20MOHD%20DON%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/7426/3/RASHIDAH%20ADON%20%40%20MOHD%20DON%20WATERMARK.pdf text en validuser mphil masters Universiti Tun Hussein Onn Malaysia Fakulti awam dan Alam Sekitar
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TA Engineering (General) Civil engineering (General) TA177.4-185 Engineering economy
spellingShingle	TA Engineering (General) Civil engineering (General) TA177.4-185 Engineering economy Adon @ Mohd Don, Rashidah Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
description	This study describes a study on the geotechnical behavior of pad footing shapes using a finite element code, PLAXIS. In determining the suitability of footing to loadings, design criteria requires that the shapes and sizes 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. Theoretically, a larger surface area will disseminate the loadings and reduce possibility offailure. However, this is not economical as more materials will be needed for the construction of the footing. Footing shapes is hypothetically considered as a factor that might affect the performance of footing. Non-linear finite element analyses based on a stress-strain model were performed to obtain the load-settlement responses of axially loaded on pad footings. It is essential since such design analysis, which is based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modeling purpose. In conjunction to this matter, the potential ofPLAXIS V8 finite element to predict the settlement of various shapes pad footing are performed successfully.
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Adon @ Mohd Don, Rashidah
author_facet	Adon @ Mohd Don, Rashidah
author_sort	Adon @ Mohd Don, Rashidah
title	Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
title_short	Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
title_full	Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
title_fullStr	Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
title_full_unstemmed	Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil
title_sort	simulation study on various shapes of pad footing sub-structure on batu pahat soft soil
granting_institution	Universiti Tun Hussein Onn Malaysia
granting_department	Fakulti awam dan Alam Sekitar
publishDate	2009
url	http://eprints.uthm.edu.my/7426/1/24p%20RASHIDAH%20ADON%20%40%20MOHD%20DON.pdf http://eprints.uthm.edu.my/7426/2/RASHIDAH%20ADON%20%40%20MOHD%20DON%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/7426/3/RASHIDAH%20ADON%20%40%20MOHD%20DON%20WATERMARK.pdf
_version_	1747831149451804672

Simulation study on various shapes of pad footing sub-structure on Batu Pahat soft soil

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