Method and apparatus for testing load-bearing capacity...

Measuring and testing – Specimen stress or strain – or testing by stress or strain... – In static structures

Reexamination Certificate

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C073S768000, C073S803000

Reexamination Certificate

active

07832280

ABSTRACT:
An annular assembly, or ring cell, is provided for testing the load bearing capacity of piles. The ring cell walls of the annular assembly can be made of stamped material. The ring cell walls can be an outer ring wall and an inner ring wall. Alternately, the ring cell walls can have a “U”-type shape cross-section including an outer ring wall, an inner ring wall, and a top wall. Fluid can be provided to the annular assembly through fluid supply lines into an expansion zone. The expansion zone can be a space having a bladder for filling with fluid. In another embodiment, the expansion zone can be a space between a filler material capable of withstanding high pressure separated with a membrane. The pressure of the fluid in the expansion zone can be monitored during testing.

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“Development of Geotechnical Resistance Factors and Downdrag Load Factors for LRFD Foundation Strength Limit State Design.” U. S. Department of Transportation Federal Highway Administration. Publication No. FHWA-NHI-05-052. Feb. 2005.

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