Analysis and model testing of piled embankments

The present study deals with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. Model tests and theoretical analysis were carried out to investigate the effects of cap beam spacing and geotextile on the load distribution between...

Full description

Saved in:

Bibliographic Details
Main Authors:	Low, Bak Kong., Choa, Victor.
Other Authors:	School of Civil and Structural Engineering
Format:	Research Report
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Geotechnical
Online Access:	http://hdl.handle.net/10356/8011
Tags:	Add Tag No Tags, Be the first to tag this record!
Institution:	Nanyang Technological University

id	sg-ntu-dr.10356-8011
record_format	dspace
spelling	sg-ntu-dr.10356-80112023-03-03T16:45:39Z Analysis and model testing of piled embankments Low, Bak Kong. Choa, Victor. School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical The present study deals with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. Model tests and theoretical analysis were carried out to investigate the effects of cap beam spacing and geotextile on the load distribution between soft ground and cap beams. RP 7/90 2008-09-19T01:03:42Z 2008-09-19T01:03:42Z 1995 1995 Research Report http://hdl.handle.net/10356/8011 Nanyang Technological University application/pdf
institution	Nanyang Technological University
building	NTU Library
continent	Asia
country	Singapore Singapore
content_provider	NTU Library
collection	DR-NTU
topic	DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle	DRNTU::Engineering::Civil engineering::Geotechnical Low, Bak Kong. Choa, Victor. Analysis and model testing of piled embankments
description	The present study deals with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. Model tests and theoretical analysis were carried out to investigate the effects of cap beam spacing and geotextile on the load distribution between soft ground and cap beams.
author2	School of Civil and Structural Engineering
author_facet	School of Civil and Structural Engineering Low, Bak Kong. Choa, Victor.
format	Research Report
author	Low, Bak Kong. Choa, Victor.
author_sort	Low, Bak Kong.
title	Analysis and model testing of piled embankments
title_short	Analysis and model testing of piled embankments
title_full	Analysis and model testing of piled embankments
title_fullStr	Analysis and model testing of piled embankments
title_full_unstemmed	Analysis and model testing of piled embankments
title_sort	analysis and model testing of piled embankments
publishDate	2008
url	http://hdl.handle.net/10356/8011
_version_	1759856024125177856

Analysis and model testing of piled embankments

Similar Items