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- W4320000055 abstract "In the present study, attempts are made to develop the relationships for estimating the optimum hunch angle of a hunchbacked block-type quay wall, which is one of the most widely used gravity retaining systems in high seismicity regions. For this purpose, a finite difference numerical model of a hunchbacked block-type quay wall is developed and its dynamic response is validated based on the experimental observations of 1 g shaking table tests. Then, the optimum hunch angle corresponding to the minimum dynamic-induced deformation of the hunchbacked quay wall is obtained by performing sensitivity analysis on the influential parameters, including hunch angle, backfill friction angle, and hunch height-to-wall height ratio. Eventually, relationships for estimating the optimum hunch angle of the hunchbacked block-type gravity quay wall are presented using the multiple linear regression method based on a supervised machine learning algorithm. The results show that the seaward rotation angle of the hunchbacked quay wall decreases with increasing the hunch angle, and the quay wall deformation pattern tends from the seaward overturning to the overturning toward the backfill." @default.
- W4320000055 created "2023-02-11" @default.
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- W4320000055 date "2023-01-01" @default.
- W4320000055 modified "2023-09-30" @default.
- W4320000055 title "Mitigation of deformations of a hunchbacked block-type gravity quay wall subjected to dynamic loading through optimizing its back-face configuration" @default.
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- W4320000055 doi "https://doi.org/10.1016/b978-0-323-88530-0.00009-x" @default.
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