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- W2207942790 abstract "The Future Port Expansion (FPE) seawall Project in Brisbane, Queensland will be undertaken as an Alliance between Coffey Geosciences (Geotechnical Consultant), Leighton Contractors (Contractor), Parsons Brinckerhoff Australia (Civil Consultant), WBM Oceanics (Hydraulics Consultant) and Port of Brisbane Corporation (Client). The proposed seawall is 4.6km long along the alignment and extends 1.8km into Moreton Bay from the present shoreline. The seabed is 1.0m to 3.5m below the lowest astronomical tide. As part of the initial designs marine based geotechnical investigations were carried out. The site is underlain by Quaternary marine deposits containing a surface layer of sand, either very thin or absent and up to 4m thick in some parts, overlying soft compressible clay becoming firm with depth. The thickness of the compressible clay layer ranges from about 8m to more than 30m. The two most challenging aspects of the design are the stability of the seawall, up to 7m high, and continuing settlement of the wall during and after construction. As part of the interim Project Alliance Agreement it was agreed to carry out several construction trials to gain a better understanding of design and construction constraints and risks, and to confirm design assumptions and parameters. This paper describes the geotechnical conditions, construction trials including assumptions used in the design of the trials, analyses carried out prior to the trials, the results of monitoring, and how the trials provided valuable input to the design of the actual seawall." @default.
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- W2207942790 date "2003-01-01" @default.
- W2207942790 modified "2023-09-28" @default.
- W2207942790 title "Challenging Geotechnical Conditions at the Seawall Project in Brisbane" @default.
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