Chapter
Apr 26, 2012
Analysis of Sliding Stability of a Submerged Double-T
Authors: Asher H. Peltz, Donald L. Ward, and William R. CurtisAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
A sliding stability analysis was conducted for a pre-cast concrete double-T to be used as an innovative type of shore protection at Cape May Point, New Jersey. Three analytical methods were used to find the dynamic wave-induced force: (1) drag force using linear theory, (2) drag force using stream function theory, and (3) wave force assuming linear, long waves. Sliding stability was checked as both a stand-alone structure and in the presence of a perched beach. It was found that the structure was safe against sliding for all the wave events considered.
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Information
Published In
Coastal Structures 2003
Pages: 1074 - 1083
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Asher H. Peltz
Research Assistant, The Johns Hopkins University, Department of Civil Engineering, 3400 North Charles Street, Baltimore, MD, 21218
Donald L. Ward
Research Hydraulic Engineer, US Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS, 39180
William R. Curtis
Research Oceanographer, US Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS, 39180
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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.