Ground behaviour due to tunnelling at MRT NEL C-705 project
This thesis discusses the ground response due to tunnelling at MRT NEL Contract C-705 project. In particular it examines the correlation between volume losses and the applied face pressure for different soil types encountered by the tunnel face during its route.
Main Author: | Dave Jugo Prakoso Witjaksono |
---|---|
Other Authors: | Ashraf Mohamed Hefny |
Format: | Thesis |
Language: | English |
Published: |
2008
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/12209 |
Similar Items
-
Ground settlement of NATM tunnels at contract T06 of Singapore DTSS project
by: Birsen Zeyrek.
Published: (2008) -
Behaviour of joints in tunnel linings
by: Alevey, Niall Mac, et al.
Published: (2008) -
Behaviour of reinforced embankment on soft ground and reliablity analysis
by: Xu, Bo
Published: (2008) -
Effect of a rectangular tunnel in the foundation soil on the seismic response of dikes
by: Teheri, Kelvin
Published: (2017) -
Progressive buckling of large-diameter monopiles due to boulder collision during installation
by: Chen, B
Published: (2024)