Rail Tunnel Investigation - Engineering Assignment Help

Assignment Task

Assignment biref/intro: The State Government is in the initial stages of planning a new rail tunnel connecting the western suburbs of Melbourne with a new residential/commercial precinct in Port Melbourne/Fishermans Bend. Your firm has been tasked with providing a Geological Investigation report to advise the Government on the next stages of the project.The tunnel alignment and construction methods have already been decided. Two new underground train stations will need to be constructed; at the existing Newport Station and a new Fishermans Bend Station. The construction of these stations will require conventional excavation and temporary dewatering to allow safe working conditions.The tunnel will run for approximately 5 km between the two new underground stations. The tunnel will be excavated and constructed by an Earth Pressure Balanced Tunnel Boring Machine (TBM) called “Fonzie”.

The advantage of the TBM is that the tunnel will be completely sealed (water tight) as excavation proceeds. That is, no dewatering is required.A site geologist has drilled 6 investigation bores along the tunnel alignment and provided you with bore logs.Over the next 4 weeks, your task will be to interpret the geology along the tunnel alignment, discuss the engineering considerations posed by the geology encountered along this route, and provide recommendations for next steps required. After we have worked through these tasks, you will be required to compile your results in a Geological Investigation Report which will be assessed.

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