Chapter
Apr 26, 2012
Pile Responses Due to Lateral Soil Movement of Uniform and Triangular Profiles
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
Model tests were conducted on vertically loaded single piles in sand subjected to either a uniform or a triangular profile of soil movement. Results of four tests are presented herein in the form of maximum bending moment (Mmax), shear force, and pile deflection profiles. The evolution of the pile response with frame movements is examined, regarding the effects of soil movement depth and profiles, and axial load using the measured moment and deflection. In particular, the triangular profile causes 95∼160% higher `ultimate' Mmax than the uniform movement does. The vertical load causes 5∼17% higher value of the Mmax.
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Published In
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Pages: 1515 - 1522
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Griffith School of Engineering, Griffith University, Gold Coast, QLD 4222, Australia. E-mail: [email protected]
M.ASCE
Griffith School of Engineering, Griffith University, Gold Coast, QLD 4222, Australia. 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.