Chapter
Jun 6, 2018

Static and Dynamic Pile Load Tests on Closed-Ended Driven Pipe Pile

Publication: IFCEE 2018

Abstract

A closed-ended, steel, pipe pile was densely instrumented with a combination of vibrating-wire strain gauges and electrical-resistance strain gauges at Purdue University. The instrumented pile was driven into a multi-layered soil profile in Indiana, U.S. Static and dynamic pile load tests were carefully performed on the test pile. The results of these tests allowed us to learn how shaft and base resistances were mobilized when the test driven pile was subjected to axial loads. The load-settlement response, load-transfer curves, unit shaft resistance distribution with depth, and base resistance are presented in the paper. The static bearing capacity of the pile was estimated using five modern CPT-based pile design methods; the performance of these methods was assessed through layer-by-layer comparisons with the static load test results.

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Information

Published In

Go to IFCEE 2018
IFCEE 2018
Pages: 496 - 506

History

Published online: Jun 6, 2018

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Authors

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Fei Han, S.M.ASCE [email protected]
Ph.D. Student, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Monica Prezzi, A.M.ASCE [email protected]
Professor, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Rodrigo Salgado, F.ASCE [email protected]
Professor, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]

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