Abstract: Derivation of p-y curves from lateral load tests on deep foundations is a tedious and expensive task, requiring large numbers of strain gages along the length of the pile to develop bending moment versus depth relationships. A method is proposed which allows derivation of p-y curves from simple inclinometer data using a least-squares regression technique. Inclinometer measurements can and have been routinely made on lateral load tests of piles and drilled shafts. The method outlined in this paper provides a means of “calibrating” p-y curves using data from tests where only inclinometer data are available and promises to allow a substantial improvement in the database of load tests from which the empirical p-y curves used in design are based.
Keywords: piles, lateral loads, load tests, p-y curves, instrumentation
Determination of P-Y Curves Using Inclinometer Data
Assistant professor, Auburn University, AL
Project engineer, Ground Engineering and Testing Service, Inc., AL
Graduate student, Auburn University, AL
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