Method for controlling moisture-expansive clay supporting buildi

Hydraulic and earth engineering – Foundation

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52167, 405263, E02D 312, E02D 3110

Patent

active

045084726

ABSTRACT:
A method for preventing or greatly reducing damage to building foundations resulting from the swelling of moisture-expansive clay beneath and about such foundations. The method includes the steps of first forming a trench about the foundation, the trench extending well below the basement or on-grade floor slab of that foundation, and then substantially filling the trench with an extrudable plastic mass of hydrated lime and water to help stabilize the moisture-expansive clay and to provide a yieldable buffer capable of being displaced upwardly to accommodate horizontal expansion of the clay beneath and about the foundation, thereby relieving lateral stresses and reducing upward forces against the floor slab.

REFERENCES:
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patent: 3875751 (1975-04-01), Paus
patent: 4015432 (1977-04-01), Ball
patent: 4174912 (1979-11-01), Peterson
patent: 4187041 (1980-02-01), Boman et al.
patent: 4380408 (1983-04-01), Loken et al.
Ho, C. and R. L. Handy, Special Report, 42nd Annual Meeting of Highway Research Board, NAS-NRC, Jan. 1963.
Lyons, J. W., Engineering News-Record, 101-105, Aug. 15, 1957.
Jones, D. E., Civil Engineering-ASCE, 49-51, Aug. 1973.
Godfrey, K. A., Civil Engineering-ASCE, 87-91, Oct. 1978.
Gutschick, K. A., Building Foundation Stabilization with Lime, Paper Presented NLA Convention, Point Clear, Alabama, May 12, 1964.
Holtz, W. G., and S. S. Hart, Home Construction on Shrinking and Swelling Soils, Oct. 1978.

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