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Publications by [Dillon J. C.]

Total Items found:
PEAK AND POST - PEAK SHEAR STRENGTH OF CEMENT BENTONITE (2010)
Self-hardening cement-bentontie (c-b) slurry walls were constructed as shear walls to stabilize the downstream slope of Tuttle Creek Dam near Manhattan, Kansas. The slope stabilization was required to protect the existing pressure relief well system located ...
Reference: DFI Journal, the journal of the deep foundation institute, Vol. 4, Aug. 2010
SOIL INCLUSIONS 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 ...
Reference: DFI JOURNAL Vol. 3 No. 1 May 2009
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 ...
Reference: Soil Inclusions in Jet Grout Columns, DFI Journal Volume 3, No. 1, May 2009, Deep Foundations Institute, pp33-44.
STRENGTH DIFFERENCE BETWEEN CLAM-SHELL AND LONG-REACH EXCAVATOR CONSTRUCTED CEMENT-BENTONITE SELF-HARDENING SLURRY WALLS (2009)
Cement-bentonite (c-b) self-hardening slurry walls are being constructed as a seismic retrofit to stabilize the downstream slope of Tuttle Creek Dam in Manhattan, Kansas. A full-scale test program was conducted to evaluate various slurry mixes along with two ...
Reference: 2009 International Foundation Congress and Equipment Expo, Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support, Geotechnical Special Publication No. 187, ASCE