Analysis on pore pressure in a porous seabed in the vicinity of a caisson
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Cha, DH
Lin, YS
Hu, PS
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Abstract
This paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction, cross-anisotropic soil behaviour is considered in this paper. Based on a linear poro-elastic theory, a finite element model is developed. A parametric study related to the effects of wave parameters, soil characteristics and geometry of caisson and rubble mound base on the pore pressure around a caisson is performed. The numerical results indicate that the effects of anisotropic soil behaviour on the wave-induced pore pressure in a sandy bed beneath a caisson are not negligible.
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Applied Ocean Research
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22
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Oceanography
Civil engineering
Resources engineering and extractive metallurgy
History, heritage and archaeology