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SOIL INCUSION IN JET GROUT COLUMNS (2009)
Jet grouting has increasingly become one of the ground improvement technologies used to address seepage concerns and to provide strength improvement of soils. The technique of jet grouting uses high pressure/velocity jet fluids to erode the existing soil and then to mix the cuttings with cement slurry to form soilcrete. Excess slurry or spoil is ejected to the surface. If the native soil is not completely mixed with slurry, the resulting columns will have soil inclusions which can reduce the strength of the column and/or increase the permeability of the column. A jet grout test program at Tuttle Creek Dam shows that the completed large diameter columns contain perhaps 40 to 50% or more of native soil that was not broken up and mixed during the jet grout process.
Reference:
Soil Inclusions in Jet Grout Columns, DFI Journal Volume 3, No. 1, May 2009, Deep Foundations Institute, pp33-44.
Soil Inclusions in Jet Grout Columns, DFI Journal Volume 3, No. 1, May 2009, Deep Foundations Institute, pp33-44.
Organization:
University of Illinois at Urbana-Champaign, USA
USA
University of Illinois at Urbana-Champaign, USA
USA
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