Suggested Method of Test for Load-Deflection Relationship for Individual Piles Using a Constant Rate of Penetration

    Published: Jan 1970

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    This method covers a description of the apparatus required and a procedure for testing individual foundation piles at a constant rate of penetration to determine their ultimate load capacity. The method is divided into the following five sections: pretest information, loading devices and measurement, deflection measurements, test procedure, and report format.

    Committee/Subcommittee: D18.05

    DOI: 10.1520/STP38555S

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