Composite Slurry Wall and Liner—A Full Scale Test
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
As part of the plan to increase the capacity of the Port of Brisbane, reclamation of a total area of 235 ha is in progress. The main geotechnical issue at the site is the extremely soft material dredged from the Brisbane River and Moreton Bay shipping channels. Over part of the reclamation area, Menard Bachy was selected by the Port of Brisbane Corporation to carry out deep soft ground consolidation, using the method of Vacuum Consolidation. In 2007, a trial area of 1.5 ha was first implemented. Following successful completion of the trial, a second and larger project was begun in 2009. The new single cell area of 9.3 ha is currently under vacuum depressurization and the soil consolidation is expected to be complete by early 2011. A significant feature in the vacuum system adopted is the 15m deep soil-bentonite cut-off wall incorporating a high-density polyethylene (HDPE) liner, which is required at the periphery, to isolate the vacuum areas over the depth of the permeable layers in the subsurface profile. To ensure the confinement required for the depressurization, the slurry wall and incorporated liner are joined to a surface cap HDPE liner to complete an air and water tight seal around and over the block of soil. The initial trial incorporating the deep cut-off wall was a first in Australia and was a success in terms of both outcome and execution with depressurization, under the vacuum membrane, being maintained constantly in the range of –0.80/–0.70 bars over a long period of time of 18 months. Confinement work on the current project, which is taking place over a significantly larger scale and using improved technique, is currently in progress. The ability of Soil-Bentonite slurry walls incorporating HDPE liners to perform as air-tight and water-tight barriers under high pressure differential (0.8 to 0.7 bars) and subjected to significant deformation has been tested on these large scale projects. The barrier system has proven to be effective for considerable periods of time.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Composite structures
- Consolidated soils
- Construction engineering
- Construction methods
- Diaphragm walls
- Engineering fundamentals
- Engineering materials (by type)
- Field tests
- Full-scale tests
- Geomechanics
- Geotechnical engineering
- Linings
- Material tests
- Materials engineering
- Plastics
- Polyethylene
- Soil mechanics
- Soils (by type)
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Synthetic materials
- Tests (by type)
- Walls
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.