Resource

Cutoff Wall Construction by the Self-Hardening Slurry Method at the Herbert Hoover Dike, FL

Resource Type
ASDSO Conference Papers
Reference Title
Cutoff Wall Construction by the Self-Hardening Slurry Method at the Herbert Hoover Dike, FL
Author/Presenter
Blackwell, Dennis
Morales, Carlos
Taylor, Jeff
Organization/Agency
Association of State Dam Safety Officials
Publisher Name
Association of State Dam Safety Officials
Year
2010
Date
Sept. 20-23, 2010
Event Name
Dam Safety 2010 - 27th Annual Conference
Event Location
Seattle, Washington
ASDSO Session Title
Into Grunge? Dirty Dam Construction
ISBN/ISSN
ISSN: 1526-9191 (Hardcopy)
Topic Location
Florida
Abstract/Additional Information

The 140 mile long Herbert Hoover Dike (HHD) around Lake Okeechobee, FL, does not meet current dam safety criteria. The earthen embankment of the dike is subject to potential failure because of internal erosion, piping and slope instability at high water levels. Should the dike fail, there could be catastrophic effects on the entire southern Florida region. In 2007, the US Army Corp of Engineers placed the HHD on the Top 6 list of dams in the nation needing repair and has prioritized and budgeted more funding for HHD than any other dam safety construction project in the nation. In August 2007, TREVIICOS South (TIS) was one of three specialty contractors awarded an Indefinite Delivery Indefinite Quantity Contract for the construction of the cutoff wall through the dike and its foundation in the most vulnerable section specified as Reach 1, which extends from Belle Glade to Port Mayaca, FL, for a total of about 22 miles. In June 2008, the USACE awarded TIS a Multiple Task Order Contract, Task Order No. 3, which included the installation of a 500 ft long cutoff wall test section and options to construct an additional 16,200 ft long cutoff wall. TIS selected the self-hardening slurry method for the cutoff wall. The excavation is performed through the soil with mechanical and hydraulic clamshells, and in the limestone rock with a hydromill cutter, to a depth of up to 80 ft from the top of the dike. During excavation, the slurry maintains the trench stability. At the completion of the excavation, the slurry hardens and becomes the wall backfill material. Within 28 days from the installation, the cutoff wall is cored approximately every 200 ft and tested for acceptance. Testing includes the measurement of unconfined compressive strength, as well as triaxial and in-situ permeability. In April 2009, following the approval of the test section, TIS began the installation of the 16,200 ft long cutoff wall in Task Order No. 3. One of the significant achievements of this project includes the use of a hydromill cutter in the self-hardening slurry method of cutoff wall construction. 16 pp. 2 references.