Strut loads in braced excavations involving diaphragm walls in clay

Diaphragm walls are gaining popularity over conventional sheetpile walls for deep excavation in soft clay. The reason is because diaphragm walls can have a better control of the ground movement. They can also be designed as part of the permanent structures. In the determination of strut load, most d...

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Main Author: Chiang, Chee Cheong.
Other Authors: Wong, Kai Sin
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12090
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-120902023-03-03T19:28:06Z Strut loads in braced excavations involving diaphragm walls in clay Chiang, Chee Cheong. Wong, Kai Sin School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical Diaphragm walls are gaining popularity over conventional sheetpile walls for deep excavation in soft clay. The reason is because diaphragm walls can have a better control of the ground movement. They can also be designed as part of the permanent structures. In the determination of strut load, most designers still use the Terzaghi and Peck method. Master of Science (Geotechnical Engineering) 2008-09-25T06:36:46Z 2008-09-25T06:36:46Z 2000 2000 Thesis http://hdl.handle.net/10356/12090 en Nanyang Technological University 109 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
Chiang, Chee Cheong.
Strut loads in braced excavations involving diaphragm walls in clay
description Diaphragm walls are gaining popularity over conventional sheetpile walls for deep excavation in soft clay. The reason is because diaphragm walls can have a better control of the ground movement. They can also be designed as part of the permanent structures. In the determination of strut load, most designers still use the Terzaghi and Peck method.
author2 Wong, Kai Sin
author_facet Wong, Kai Sin
Chiang, Chee Cheong.
format Theses and Dissertations
author Chiang, Chee Cheong.
author_sort Chiang, Chee Cheong.
title Strut loads in braced excavations involving diaphragm walls in clay
title_short Strut loads in braced excavations involving diaphragm walls in clay
title_full Strut loads in braced excavations involving diaphragm walls in clay
title_fullStr Strut loads in braced excavations involving diaphragm walls in clay
title_full_unstemmed Strut loads in braced excavations involving diaphragm walls in clay
title_sort strut loads in braced excavations involving diaphragm walls in clay
publishDate 2008
url http://hdl.handle.net/10356/12090
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