Chapter
Apr 26, 2012
The Bearing Character of Bridge Piles in Karst Areas
Authors: Hourong Kang [email protected], Xiedong Zhang [email protected], and Hong Li [email protected]Author Affiliations
Publication: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Abstract
This paper covers a project that conducted methods of self-balanced pile tests with three-dimensional numerical simulation analysis on effects of karst caves on the load capacity of bridge foundations located at hidden caves. Taking Nanpanjiang Bridge in Yunnan as a case study, it carried out static loading tests on No.1 Pier, No.2 pier and No.1 pile which foundations are free from caves. Then it adopted the finite element method to establish a cave-rock-pile foundation three-dimensional analysis model for systematically analyzing effects of top plates with different thickness and caves with different sizes and locations under different working conditions on the loading capacity of bridge foundations. Furthermore, soils having four different conditions surrounding piles under each working condition were also considered and analyzed. It was found that the distance between roof of the cave and pile tip was the main factor affecting the loading capacity of the pile foundation. The research results were successfully applied in evaluating loading the capacity of a pile foundation in Nanpanjiang Bridge in Yunnan. Thus, the research results improved utilization and reliability of roof of karst caves in highway construction.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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School of Transportation, Wuhan University of Technology, 1040 Heping Road Wuchang, 430063, P.R. China; Email: [email protected] and Department of Communications of Guizhou Province, 111 Yanan west Road Guiyang, 550003, P.R. China;. E-mail: [email protected]
School of Transportation, Wuhan University of Technology, 1040 Heping Road Wuchang, 430063, P.R. China;. E-mail: [email protected]
School of Transportation, Wuhan University of Technology, 1040 Heping Road Wuchang, 430063, P.R. China;. E-mail: [email protected]
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