Chapter
Apr 26, 2012
Evaluation of CPT Methods for Load and Resistance Factor Design of Driven Piles
Publication: Geotechnical Engineering for Transportation Projects
Abstract
This paper presents an evaluation of eight cone penetration test (CPT) methods and the static α-method to determine the load and resistance factor design (LRFD) input parameters for single driven piles. Evaluation of these methods was conducted based on load test database of thirty-four square precast prestressed concrete (PPC) driven friction piles tested to failure. Resistance factors for the investigated CPT methods and the static α-method were determined using reliability-based analysis. Other design input parameters were determined based on the AASHTO LRFD design specifications for bridge substructure. Based on the results of the analysis, the Penpile method showed the highest values of resistance factors while Tumay and Fakhroo and Schmertmann methods showed the lowest values of resistance factors.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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Hani H. Titi
P.E.
Assistant Professor, Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, P.O. Box 784, Milwaukee, WI 53201
Mustafa Mahamid
Graduate Research Assistant, Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, P.O. Box 784, Milwaukee, WI 53201
Murad Y. Abu-Farsakh
P.E.
Assistant Professor, Research, Louisiana Transportation Research Center, Louisiana State University, 4101 Gourrier Avenue, Baton Rouge, LA 70808
Mohammed Elias
Graduate Research Assistant, Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, P.O. Box 784, Milwaukee, WI 53201
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