Method of stability analysis of embedded large-diameter cylinder quay
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Abstract
The idea that the embedded large-diameter cylinder quay can be divided into two types: the gravity type and the pile wall type, is presented in this paper. The method of the stability analysis is developed for the large diameter cylinder quay of the pile wall type and the method of the stability analysis for the large diameter cylinder quay of the gravity type is also proposed. The effect of the significant parameters on the stability of the large diameter cylinder quay of the piled wall type is investigated through numerical calculation.
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