Method and apparatus for piled foundation improvement with freez

Hydraulic and earth engineering – Marine structure or fabrication thereof – With anchoring of structure to marine floor

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405227, 405224, 405130, 622591, E02D 546

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047238763

ABSTRACT:
The invention relates to a method and apparatus for increasing the capacity of a tubular driven pile. A refrigeration unit is lowered into the pile and grouted in place above a cement plug. The area between the refrigeration unit and the plug is filled with a secondary refrigerant. Seawater fills the pile above the refrigeration unit and is used for refrigeration unit cooling. The refrigeration unit cools the brine until the soil surrounding the pile is frozen. The adfreeze strength of the frozen soil and the pile increase the pull-out resistance of the pile. Further, the end-bearing capacity of the pile is increased as a result of the large frozen mass surrounding the pile.

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Parameswaran, "Adfreeze Strength of Model Piles in Ice", Can. Geotech. J., vol. 18, pp. 8116 (1981).
Ogata et al, "Effects of Salt Concentration on Strength and Creep Behavior of Artificially Frozen Soils, Cold Region Science & Technology, vol. 8, pp. 139-153 (1983).
Shuster, "Controlled Freezing for Temporary Ground Support", North American Rapid Excavation and Tunneling Conference, vol. 2, pp. 863 (1972).

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