Method for stabilizing soil and for providing a backfill for grounding members
AssigneeConstruction Aids Technology, Inc.
InventorsDonald A. Eden, William H. Griffin
Life of this patent
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AssigneeConstruction Aids Technology, Inc.
InventorsDonald A. Eden, William H. Griffin
Estimating the term…
Wet soil containing up to about 40% by wet weight of water is stabilized into a relatively dry, compactable soil mass for use as backfill in excavations by admixing lime and an alkali metal salt of a starch-polyacrylonitrile or starch-polymethacrylonitrile graft copolymer with the soil, allowing the resulting admixture to stand for a short period of time to produce a relatively dry, compactable soil mass, and thereafter using the soil mass as backfill. The aforementioned graft copolymer can also be used as backfill around electrically conductive, grounding members by combining the graft copolymer with a binder or relatively water impervious material, such as a bentonite clay, and interposing the clay/graft coploymer mixture between the grounding member and the surrounding soil.
A method for stabilizing water-containing soil to form a relatively dry, compactable soil mass comprising the steps of:
A method for stabilizing water-containing soil comprising the steps of:
A method for backfilling around an electrically conductive grounding member comprising the steps of:
A backfill material for surrounding an electrically conductive grounding member comprising a mixture of composition that retards water flow through said material and a starch-polyacrylonitrile graft copolymer or a starch-polymethacrylonitrile graft copolymer.
A backfill material for surrounding the anode of a cathodic protection system comprising a mixture of a composition that retards water flow through said composition and a starch-polyacrylonitrile graft copolymer or a starch-polymethacrylonitrile graft copolymer.
A soil stabilizing material comprising:
Dependencies are inferred from the claim text.