Chapter
Apr 26, 2012

Micropiles in Karstic Dolomite Similarities and Differences of Two Case Histories

Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems

Abstract

Micropiles are being used today for a variety of applications. As the size and complexity of today's superstructures increase, difficult subsurface conditions in karstic dolomite preclude the use of traditional deep foundation systems. A report is presented on the redesign of the proposed deep foundations and installation of the micropile systems for two different projects. The similarities and differences of the two projects with regard to geology, design, load transfer, and installation are summarized.

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Published In

Go to GeoSupport 2004
GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Pages: 674 - 681

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Published online: Apr 26, 2012

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Daniel D. Uranowski
P.E.
M.ASCE
Vice President, Brayman Construction Corporation, 1000 John Roebling Way, Saxonburg, PA 16056
Scott Dodds
M.ASCE
Manager, Drilling & Grouting Group, Brayman Construction Corporation, 1000 John Roebling Way, Saxonburg, PA 16056
Scott Stonecheck
P.E.
M.ASCE
Project engineer, Foundation Division, Brayman Construction Corporation, 1000 John Roebling Way, Saxonburg, PA 16056

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