Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/13099
Full metadata record
DC FieldValueLanguage
dc.contributor.authorLee, Christopher Choon Sun.en_US
dc.date.accessioned2008-08-21T09:23:44Zen_US
dc.date.accessioned2008-10-20T07:04:30Z-
dc.date.available2008-08-21T09:23:44Zen_US
dc.date.available2008-10-20T07:04:30Z-
dc.date.copyright1999en_US
dc.date.issued1999en_US
dc.identifier.urihttp://hdl.handle.net/10356/13099-
dc.description.abstractThe pile-soil interaction problem is very complex and is not clearly understood. Much research has been performed on the subject of determination of the ultimate pile capacity and the prediction of settlement at working load conditions. Available theoretical calculations are usually based on ideal soil conditions such as purely cohesive or cohesionless soil conditions and simplified boundary conditions, and the use of soil and pile parameters for which their precise values are uncertain. Therefore an accurate prediction of the ultimate pile capacity and the pile settlement is difficult, if not impossible.en_US
dc.format.extent185 p.en_US
dc.language.isoenen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleEvaluation of settlement of bored pilesen_US
dc.typeThesisen_US
dc.contributor.supervisorChang, Ming Fangen_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeMaster of Science (Civil Engineering)en_US
item.fulltextWith Fulltext-
item.grantfulltextrestricted-
Appears in Collections:CEE Theses
Files in This Item:
File Description SizeFormat 
LeeChristopherChoonSun1999.pdf
  Restricted Access
Main report20.01 MBAdobe PDFView/Open

Page view(s) 20

281
Updated on Dec 4, 2020

Download(s)

3
Updated on Dec 4, 2020

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.