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Proven Success for Driven Pile Foundations
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.
Proven Success for Driven Pile Foundations
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.
Proven Success for Driven Pile Foundations
Bell, Kenneth R. (author) / Davie, John R. (author) / Clemente, Jose L. (author) / Likins, Garland (author)
International Deep Foundations Congress 2002 ; 2002 ; Orlando, Florida, United States
Deep Foundations 2002 ; 1029-1037
2002-02-01
Conference paper
Electronic Resource
English
Proven Success for Driven Pile Foundations
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