Accession Number : ADA303381
Title : Beaver Dam Secant Pile Wall Completion Report.
Descriptive Note : Final rept.,
Corporate Author : RODIO-NICHOLSON JOINT VENTURE BOSTON MA
Personal Author(s) : Jordan, Patrick W. ; Pitchford, Larry
PDF Url : ADA303381
Report Date : OCT 1995
Pagination or Media Count : 401
Abstract : The report presents a comprehensive project history, beginning in 1966 with the initial Beaver Lake (Located near Eureka Springs, in northwest Arkansas, U.S.A.) impoundment against Dike 1, which produced observable surface seepage from five areas downstream of Dike 1. Seepage continued to increase due to limestone rock weathering and solutioning, combined with removal of colloidal sized soil material from the overburden and weathered rock zones, particularly along two faults that formed a graben beneath Dike 1. The pervasive seepage distress evolved until a muddy water boil was discovered during a 'pool of record' event in December 1984, and ultimately warranted a remedial construction project. The selected method for alleviating the seepage distress consisted of a 1,475-foot-long concrete diaphragm wall located immediately upstream of Dike 1 and penetrating to depths of 80 to 185 feet. Utilizing a request for proposals/technical evaluation/price negotiation contractual process, the construction was accomplished by two separate joint venture contractors under two contracts. The first contractor performed site preparation and constructed an upstream work platform; however, the contractor faiLed to complete the project because the specialized rock mill excavation equipment could not excavate the proposed overlapping trench segments into the high compressive strength unweathered rock that typically exceeded 15,000 psi. The inability to construct the wall resulted in the first contract being terminated for convenience to the Government. The second contractor, after overcoming shaft excavation instability problems, completed the wall using a large diameter down-the-hole air percussion hammer drill for excavation. A total of 739 overlapping, 34-inch diameter shafts were drilled on 24-inch centers. (MM)
Descriptors : *SOIL STABILIZATION, *SOIL STRUCTURE INTERACTIONS, *PILE STRUCTURES, *DAMS, CONTRACTS, CONTRACTORS, CONCRETE, ROCK, MINING ENGINEERING, GEOLOGY, FAULTS(GEOLOGY), PIPES, GROUND WATER, SOILS, TRENCHES, AGGREGATES(MATERIALS), DRAINAGE, LIMESTONE, WALLS, FOUNDATIONS(STRUCTURES), GEOPHYSICS, SITE INVESTIGATIONS, COMPRESSIVE STRENGTH, EXCAVATION, INSTABILITY, EMBANKMENTS, RESERVOIRS, WEATHERING, SPRINGS, DRILLING, SEEPAGE, GROUTING, SPILLWAYS, PIEZOMETERS, WEIRS, ARKANSAS.
Subject Categories : Soil Mechanics
Construction Equipment, Materials & Supplies
Geology, Geochemistry and Mineralogy
Hydrology, Limnology and Potamology
Distribution Statement : APPROVED FOR PUBLIC RELEASE