tremie concrete

tremie concrete

Concrete placed by means of a tremie.
References in periodicals archive ?
The new product meets the testing requirements detailed in EFFC/DFI Best Practice Guide to Tremie Concrete for Deep Foundations and the ICE Specification for Piling and Embedded retaining Walls (SPERWall).
The Deep Foundations Institute (DFI) and European Federation of Foundation Contractors (EFFC) have released a free download of their recent Best Practice Guide to Tremie Concrete for Deep Foundations.
The task group recognized the potential for improving project quality and cost effectiveness by remedying tremie concrete practice, members identifying significant issues related to the use of mixes with insufficient workability, stability or robustness; poor specifications; and, inadequate testing procedures.
Guide to Tremie Concrete authors also cite a) trends favoring higher strength concrete classes and lower water/cement ratio mixes, each hinging on admixtures to compensate for reduced workability and address often competing demands for workability in the fresh state and setting time; b) how current testing methods have not evolved at comparable pace to allow results to reflect more complex mixes' rheological properties; and, c) tendencies to base acceptance on slump or flow table test results.
Methods for accomplishing this task include tremie concrete, replaced aggregate concrete, using a bottom-opening bucket, pumped concrete, or bagged concrete.
A general description of the work is as follows: 1) Construction of nine (9) earthen plugs at various locations along the L-31W Canal; 2) Construction of approximately 2,000 LF section of levee and overflow discharge weir along the L-31W canal; and 3) Installation of sheet pile along the sides of discharge basin of Pump Station S-332D and sealing the bottom of the basin with a tremie concrete mix.
Each pile forming the barrier wall was cast in three steps over an 11-to 12-day cycle: I) slurry wall excavation down to top of bedrock, with tremie concrete backfill; 2) directional drilling of pilot hole behind initial concrete layer; and, 3) pilot hole-guided drilling of cylindrical pile into the bedrock, tremie concrete backfill for full-depth, finished wall.