Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/42584
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dc.contributor.authorLeung, Chiu Kin.-
dc.date.accessioned2011-01-04T01:41:37Z-
dc.date.available2011-01-04T01:41:37Z-
dc.date.copyright1998en_US
dc.date.issued1998-
dc.identifier.urihttp://hdl.handle.net/10356/42584-
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.language.isoenen_US
dc.subjectDRNTU::Engineering::Civil engineering::Construction managementen_US
dc.titleConstructability of segmental bridgeen_US
dc.typeThesis-
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.grantfulltextrestricted-
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