Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorLeung, Chiu Kin.-
dc.description.abstractPrecast segmental construction techniques have been commonly employed for the construction of prestressed concrete bridge, flyover and viaduct in Europe since early 1960's. These techniques were subsequently spread to North and South America in 1970'. Given the high speed of construction, good quality of concrete product, great flexibility in span lengths, perfect fit in tight curve and minimal disruption to environment/traffic, these techniques have also been introduced into the Asian countries such as Thailand, Malaysia, Singapore, Laos, South Korea, Hong Kong etc. in the past ten years. This dissertation is to give a detailed account of the different segmental construction techniques for bridges and to look into a number of the recent and current prestigious projects in which the segmental construction techniques have been employed or are being employed.en_US
dc.format.extent202 p.en_US
dc.subjectDRNTU::Engineering::Civil engineering::Construction managementen_US
dc.titleConstructability of segmental bridgeen_US
dc.contributor.supervisorChew Ah Seng, Daviden_US
dc.description.degreeMaster of Science (International Construction Management)en_US
dc.contributor.researchCentre for Advanced Construction Studiesen_US
item.fulltextWith Fulltext-
Appears in Collections:CACS Theses
Files in This Item:
File Description SizeFormat 
  Restricted Access
22.92 MBAdobe PDFView/Open

Page view(s) 10

Updated on Nov 30, 2020

Download(s) 20

Updated on Nov 30, 2020

Google ScholarTM


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