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EVALUATION ENGINEERING GEOLOGY PROPERTIES OF JAMISHAN DAM SITE WITH EMPHASIS ON ITS GROUTABILITY (2012)
The dam body and foundation seepage is one of the important points in design parameters. This index is related to the permeability. Therefore permeability is one of the basic parameter in design grout curtain, prevent water escape from foundation and avoid ...
Reference: EJGE Vol. 17 [2012], Bund. T
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
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