In order to understand the wave forces and moments on a gravity pier foundation which consists of
an upper column and a bottom gravity base, a model experiment with a scale of 1 : 60 has been conducted in a
laboratory flume. A corresponding numerical calculation by using the boundary element method has been carried
out to provide a comparative analysis. It is shown by the comparisons that the numerical wave forces and moments
agree well with the experimental results. It is proved that the wave forces and moments acting on the foundation
are completely in their inertia dominative areas for wave loads. With the diffraction effects considered into the
inertia item, appropriate inertia coefficients are assessed by the experimental results for the inertia item of the
Morison equation. The formula of the inertia item can be used to estimate wave forces and moments on such
gravity foundations.
WEI Chengxun *(韦承勋), ZHOU Daocheng (周道成), OU Jinping (欧进萍)
. Wave Forces and Moments on a Gravity Pier Foundation[J]. Journal of Shanghai Jiaotong University(Science), 2019
, 24(3)
: 305
-312
.
DOI: 10.1007/s12204-019-2063-9
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