Arching in piled embankments

Piles with and without caps are often used to support embankments constructed on soft ground. The purpose is to transfer a portion of the weight of the embankment fill onto deeper and more competent strata. The study dealt with an alternative piled embankment system using precast concrete cap beams...

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Main Author: Tang, Sek Kwan.
Other Authors: Low, Bak Kong
Format: Theses and Dissertations
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/19462
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-194622023-03-03T19:16:27Z Arching in piled embankments Tang, Sek Kwan. Low, Bak Kong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical Piles with and without caps are often used to support embankments constructed on soft ground. The purpose is to transfer a portion of the weight of the embankment fill onto deeper and more competent strata. The study dealt with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. The focus is on the effect of cap beam spacing and geotextile on the load distribution between soft ground and cap beam. Master of Engineering 2009-12-11T09:17:00Z 2009-12-11T09:17:00Z 1992 1992 Thesis http://hdl.handle.net/10356/19462 en NANYANG TECHNOLOGICAL UNIVERSITY 353 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
Tang, Sek Kwan.
Arching in piled embankments
description Piles with and without caps are often used to support embankments constructed on soft ground. The purpose is to transfer a portion of the weight of the embankment fill onto deeper and more competent strata. The study dealt with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. The focus is on the effect of cap beam spacing and geotextile on the load distribution between soft ground and cap beam.
author2 Low, Bak Kong
author_facet Low, Bak Kong
Tang, Sek Kwan.
format Theses and Dissertations
author Tang, Sek Kwan.
author_sort Tang, Sek Kwan.
title Arching in piled embankments
title_short Arching in piled embankments
title_full Arching in piled embankments
title_fullStr Arching in piled embankments
title_full_unstemmed Arching in piled embankments
title_sort arching in piled embankments
publishDate 2009
url http://hdl.handle.net/10356/19462
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