Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorWang, Yong Jie.en_US
dc.description.abstractThis dissertation studied the behavior and performance of the diaphragm wall used in the construction of Millenia MRT station, and assessed the current practice of design and analysis. The lateral wall movement and surface ground settlements are the primary concern in the design of suitable earth retention system for deep excavations using top down construction method. Back-analyses were conducted using the program PLAXIS, which incorporates both the finite element method and the hyperbolic stress-strain model to simulate the soil behavior. The calculated wall deflections and ground settlement were compared with field measurement. The comparisons indicated close agreement with the field data.en_US
dc.format.extent173 p.-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical-
dc.titleDeep excavation at the millenia MRT stationen_US
dc.contributor.supervisorWong, Kai Sinen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Science (Geotechnical Engineering)en_US
item.fulltextWith Fulltext-
Appears in Collections:CEE Theses
Files in This Item:
File Description SizeFormat 
  Restricted Access
19.35 MBAdobe PDFView/Open

Page view(s) 20

Updated on Dec 2, 2023

Download(s) 50

Updated on Dec 2, 2023

Google ScholarTM


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