초록 ▼

Aqueous bay mud sludges, such as dredgings, are converted into load supportive masses by partially dewatering the sludge, which contains solid particles of clay, shell and organic matter, to a solids content of about 15 to 50 weight percent and adding thereto, between 5 to 30 percent by weight, base

Aqueous bay mud sludges, such as dredgings, are converted into load supportive masses by partially dewatering the sludge, which contains solid particles of clay, shell and organic matter, to a solids content of about 15 to 50 weight percent and adding thereto, between 5 to 30 percent by weight, based on solids, of a ground granulated blast furnace slag. Upon settling, the mixture will stabilize to provide a sedentary mass.

대표청구항 ▼

1. A process for converting aqueous bay mud sludge into a sedentary mass having load supportive properties, and low water permeability characteristics consisting essentially of (a) partially dewatering bay mud sludge containing about 2-15 weight percent solids to a solids content of between 15 to

1. A process for converting aqueous bay mud sludge into a sedentary mass having load supportive properties, and low water permeability characteristics consisting essentially of (a) partially dewatering bay mud sludge containing about 2-15 weight percent solids to a solids content of between 15 to 50 percent by weight, said solids comprising, in combination, greater than about 75 weight percent silica, alumina and iron; (b) admixing with said partially dewatered sludge of (a) between 5 to 30 percent by weight, based on the solids content of said partially dewatered sludge, of finely ground granulated blast furnace slag comprising 30-40 percent SiO 2, 40-45 percent CaO, 10-20 percent Al 2 O 3, 3-10 percent MgO, 1-3 percent S, 0.3-3 percent MnO, 0.3% Fe 2 O 3 and a trace of phosphorous, said finely ground granulated blast furnace slag having a Blaine particle size of about 1,800-6,000 sq.cm./g; (c) basifying the mixture from (b) with lime to a pH between 10.5 and 12.5 and (d) maintaining the basified mixture from (c) in a substantially quiescent state for a period of time sufficient to effect stabilization of said sludge so as to produce a sedentary mass having load supportive properties ranging from 1.2-2.5 tons per square foot and a water permeability ranging from 1.9×10 -6 cm 2 /sec to 2.3×10 -6 cm 2 /sec.