L-8 Canal: Soil Bentonite Slurry Wall To Eliminate Water Seepage
Project Summary
Installation of a Soil Bentonite Slurry Wall Along L-8 Canal
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The L-8 Canal project consisted of the installation of a soil-bentonite slurry wall through an existing dike along the L-8 canal in West Palm County , Florida . The cutoff wall was installed to eliminate seepage that was occurring through the dike, particularly in high water conditions. The cutoff wall was excavated under bentonite slurry to a depth of 30 feet. The wall was 9,000 linear feet, 30 inches wide, with a total square footage of 280,000 sf. The trench was backfilled with a 1 x 10-7cm/sec soil-bentonite backfill. Difficult site conditions were encountered and overcome, including working on the top of the levee which was very narrow and excavating through a rock layer at about 20 feet below
Geo-Solutions scope of work included:
- Provision of extended excavator stick fitted on a Komatsu PC 750 LC
- Provision of specialized trenching buckets
- Provision of slurry batching equipment
- Construction supervision and quality control oversight
- Provision of all bentonite materials
- Completion of a backfill design mix program
- Provision of Slurry Specialist
Location |
Date |
West Palm Beach County, FL |
May - October 2004 |
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References |
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Client:
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Owner: |
Optimum Services Inc. |
South Florida Water Mgmt District |
Okeechobee , FL |
Austress Menard Pty., LLC |
Geo-Solutions Can Help
For more specific guidance as to how slurry wall and related underground construction technologies can be applied to your project, please contact Geo-Solutions by calling 724-335-7273 and we will be happy to assist.
To download, read, and learn more about the various slurry wall sample specs and technical papers we offer online here at Geo-Solutions.com, click on the links below or to your left:
Call Us Today
For help with slurry walls or other forms of underground construction, call us at 724-335-7273.
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