Deep excavation at the millenia MRT station

This dissertation studied the behavior and performance of the diaphragm wall used in the construction of Millenia MRT station, and assessed the current practice of design and analysis. The lateral wall movement and surface ground settlements are the primary concern in the design of suitable earth...

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Main Author: Wang, Yong Jie.
Other Authors: Wong, Kai Sin
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12098
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-120982023-03-03T19:35:11Z Deep excavation at the millenia MRT station Wang, Yong Jie. Wong, Kai Sin School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This dissertation studied the behavior and performance of the diaphragm wall used in the construction of Millenia MRT station, and assessed the current practice of design and analysis. The lateral wall movement and surface ground settlements are the primary concern in the design of suitable earth retention system for deep excavations using top down construction method. Back-analyses were conducted using the program PLAXIS, which incorporates both the finite element method and the hyperbolic stress-strain model to simulate the soil behavior. The calculated wall deflections and ground settlement were compared with field measurement. The comparisons indicated close agreement with the field data. Master of Science (Geotechnical Engineering) 2008-09-25T06:37:04Z 2008-09-25T06:37:04Z 2005 2005 Thesis http://hdl.handle.net/10356/12098 en Nanyang Technological University 173 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Wang, Yong Jie.
Deep excavation at the millenia MRT station
description This dissertation studied the behavior and performance of the diaphragm wall used in the construction of Millenia MRT station, and assessed the current practice of design and analysis. The lateral wall movement and surface ground settlements are the primary concern in the design of suitable earth retention system for deep excavations using top down construction method. Back-analyses were conducted using the program PLAXIS, which incorporates both the finite element method and the hyperbolic stress-strain model to simulate the soil behavior. The calculated wall deflections and ground settlement were compared with field measurement. The comparisons indicated close agreement with the field data.
author2 Wong, Kai Sin
author_facet Wong, Kai Sin
Wang, Yong Jie.
format Theses and Dissertations
author Wang, Yong Jie.
author_sort Wang, Yong Jie.
title Deep excavation at the millenia MRT station
title_short Deep excavation at the millenia MRT station
title_full Deep excavation at the millenia MRT station
title_fullStr Deep excavation at the millenia MRT station
title_full_unstemmed Deep excavation at the millenia MRT station
title_sort deep excavation at the millenia mrt station
publishDate 2008
url http://hdl.handle.net/10356/12098
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