Finite element analysis of excavations in clay

Braced excavations are common methods for building underground structures. For design two-dimensional and three-dimensional finite element analyses are commonly used to assess the performance of the braced retaining wall system. Two-dimensional analysis is often preferred as it is simpler and less t...

وصف كامل

محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Yap, Sien Mae.
مؤلفون آخرون: Goh Teck Chee, Anthony
التنسيق: Final Year Project
اللغة:English
منشور في: 2012
الموضوعات:
الوصول للمادة أونلاين:http://hdl.handle.net/10356/49264
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spelling sg-ntu-dr.10356-492642023-03-03T16:52:06Z Finite element analysis of excavations in clay Yap, Sien Mae. Goh Teck Chee, Anthony School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Braced excavations are common methods for building underground structures. For design two-dimensional and three-dimensional finite element analyses are commonly used to assess the performance of the braced retaining wall system. Two-dimensional analysis is often preferred as it is simpler and less time consuming. The results however may not be as accurate as in plane strain the length of the excavation is ignored. Hence, the aim of the project is to compare when plane strain or a full three-dimensional. Bachelor of Engineering (Civil) 2012-05-16T07:54:27Z 2012-05-16T07:54:27Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49264 en Nanyang Technological University 63 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
Yap, Sien Mae.
Finite element analysis of excavations in clay
description Braced excavations are common methods for building underground structures. For design two-dimensional and three-dimensional finite element analyses are commonly used to assess the performance of the braced retaining wall system. Two-dimensional analysis is often preferred as it is simpler and less time consuming. The results however may not be as accurate as in plane strain the length of the excavation is ignored. Hence, the aim of the project is to compare when plane strain or a full three-dimensional.
author2 Goh Teck Chee, Anthony
author_facet Goh Teck Chee, Anthony
Yap, Sien Mae.
format Final Year Project
author Yap, Sien Mae.
author_sort Yap, Sien Mae.
title Finite element analysis of excavations in clay
title_short Finite element analysis of excavations in clay
title_full Finite element analysis of excavations in clay
title_fullStr Finite element analysis of excavations in clay
title_full_unstemmed Finite element analysis of excavations in clay
title_sort finite element analysis of excavations in clay
publishDate 2012
url http://hdl.handle.net/10356/49264
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