Method of stability analysis of embedded large-diameter cylinder quay

WANG Yuanzhan; WANG Hailong; FU Ruiqing

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Volume 24 Issue 4

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Chinese Journal of Geotechnical Engineering > 2002 > 24(4): 417-420.

WANG Yuanzhan, WANG Hailong, FU Ruiqing. Method of stability analysis of embedded large-diameter cylinder quay[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 417-420.

Citation:

WANG Yuanzhan, WANG Hailong, FU Ruiqing. Method of stability analysis of embedded large-diameter cylinder quay[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 417-420.

Citation:

WANG Yuanzhan, WANG Hailong, FU Ruiqing. Method of stability analysis of embedded large-diameter cylinder quay[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 417-420.

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Method of stability analysis of embedded large-diameter cylinder quay

1.Dept.of Port and Coastal Engineering Tianjin University Tianjin 300072 China 2.Tianjin Port Engineering Supervisary Consultant Co. Tianjin 300456 China

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Published Date: July 25, 2002

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Abstract

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.
- embedded large diameter cylinder,
- structure type,
- pile wall type quay,
- stability analysis