Chapter
Dec 31, 2015
An Analytical Model for Ocean Wave-Soil-Caisson Interaction
Publication: Coastal Engineering 1986
Abstract
An analytical model is developed to predict the soil responses induced by waves and caisson motion. The caisson is founded on a rubble bedding layer overlying a soil of finite depth. The responses are modeled by the Biot consolidation equations. Two approximations are employed to reduce mathematical difficulties: 1) a boundary layer approximation to decouple pore pressure and soil motion in the Biot equations and 2) a contact solution approximation for a thin elastic layer to address mixed-type boundary-value problems.
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Information
Published In
Coastal Engineering 1986
Pages: 2314 - 2328
Copyright
© 1987 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Affiliations
Yau-Tang Tsai
Assistant Professor, Ocean Engineering Program, Department of Civil Engineering, Oregon State University, Corvallis, Oregon 97331-2302.
William G. McDougal
Associate Professor, Ocean Engineering Program, Department of Civil Engineering, Oregon State University, Corvallis, Oregon 97331-2302.
Charles K. Sollitt
Associate Professor, Ocean Engineering Program, Department of Civil Engineering, Oregon State University, Corvallis, Oregon 97331-2302.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.