Chapter
Apr 26, 2012
Proven Success for Driven Pile Foundations
Authors: Kenneth R. Bell [email protected], John R. Davie [email protected], Jose L. Clemente [email protected], and Garland Likins [email protected]Author Affiliations
Publication: Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance
Abstract
Over the past several years, a seven-step process has been developed for selecting driving criteria that has proven to be a successful formula for the installation of driven piles. The process incorporates static pile capacity estimates, wave equation analyses, pile driving analyzer use, and static load testing in a rational and consistent sequence, and has resulted in reliable and cost-effective driving criteria. The process has been used successfully for relatively small projects, but most frequently on projects that include a hundred to several thousand piles. Experience with this process on many projects has resulted in a 100 percent success rate in static load testing, with measured factors of safety between 2.5 and 3.0, avoiding excessive conservatism in design and unnecessary cost.
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© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Principal Engineer, Bechtel Power Corporation, 5275 Westview Drive, Frederick, Maryland 21703. E-mail: [email protected]
Principal Engineer, Bechtel Power Corporation, 5275 Westview Drive, Frederick, Maryland 21703. E-mail: [email protected]
Senior Engineer, Bechtel Power Corporation, 5275 Westview Drive, Frederick, Maryland 21703. E-mail: [email protected]
Pile Dynamics, Inc., 4535 Renaissance Parkway, Cleveland, Ohio 44128. E-mail: [email protected]
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