Chapter
Apr 26, 2012
Load Deformation Behavior of Drilled Shafts in Residual Soil
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
This paper presents a case study of the construction and load testing of drilled shafts installed in residual soil that gradually transitions to weathered volcanic rock. The drilled shafts are 1219 mm non-production shafts installed in the vicinity of the foundations of a suspension bridge that carries petrochemical export pipelines over a marginally stable steep volcanic bluff.
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Information
Published In
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Pages: 689 - 698
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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P.E.
Senior Geotechnical Engineer, Sogreah Gulf, PO BOX 18271, Dubai, UAE;. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.