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- W2351440476 abstract "The traditional circular sliding method is not able to calculate the integral stability of semi-circular breakwater structure with soil strength weakening.Pseudo-static FE model based on the concept of cyclic strength and considering DP yield criterion is established.Engineering advices are proposed to improve the integral stability of semi-circular breakwater by analyzing the trend of failure envelope.Based on the FE numerical results,a limit state equation is proposed by using dimensionless variable technique and Optimizing Analysis Software.The Yangtze estuary deepwater channel regulation phase II project is taken as the example,and the results show that the simplified calculation method is reliable and can be used in engineering design." @default.
- W2351440476 created "2016-06-24" @default.
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- W2351440476 date "2011-01-01" @default.
- W2351440476 modified "2023-10-14" @default.
- W2351440476 title "Research on calculation methods for integral stability analysis of semi-circular breakwater under cyclic loading" @default.
- W2351440476 hasPublicationYear "2011" @default.
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