期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
An Approach to Stability Analysis of Embedded Large-Diameter Cylinder Quay 被引量:7
1
作者 WANG Yuanzhan(王元战) +1 位作者 ZHU Zhenyu(祝振宇) 《China Ocean Engineering》 SCIE EI 2002年第3期383-393,共11页
The large-diameter cylinder structure, which is made of large successive bottomless cylinders placed on foundation bed or partly driven into soil, is a recently developed retaining structure in China. It can be used i... The large-diameter cylinder structure, which is made of large successive bottomless cylinders placed on foundation bed or partly driven into soil, is a recently developed retaining structure in China. It can be used in port, coastal and offshore works. The method for stability analysis of the large-diameter cylinder structure, especially for stability analysis of the embedded large-diameter cylinder structure, is an important issue. In this paper, an idea is presented that is, embedded large-diameter cylinder quays can be divided into two types, i.e. the gravity wall type and the cylinder pile wall type. A method for stability analysis of the large-diameter cylinder quay of the cylinder pile wall type is developed and a method for stability analysis of the large-diameter cylinder quay of the gravity wall type is also proposed. The effect of significant parameters on the stability of the large-diameter cylinder quay of the cylinder pile wall type is investigated through numerical calculation. 展开更多
关键词 large-diameter cylinder quay cylinder pile wall stability analysis
下载PDF
Port and Marine Structures Made of Sheet Piling with Staggered Toe
2
作者 Doubrovsky Michael Kaluzhnaya Valentina +3 位作者 Adamchuk Nikolay Khonelia Natela Kaluzhniy Aleksey Dubrovska Olga 《Journal of Shipping and Ocean Engineering》 2017年第4期168-173,共6页
Some new approaches to designing and calculation of maritime structures made of sheet piling with staggered toe are considered and discussed. Obtained results allow determination of piles spacing efficiency in stagger... Some new approaches to designing and calculation of maritime structures made of sheet piling with staggered toe are considered and discussed. Obtained results allow determination of piles spacing efficiency in staggered embedment wall. The specificity of interaction of piles in "comb" with the soil foundation Practical application is illustrated by example of calculation. regarding transition from continuous to "comb" wall is investigated. 展开更多
关键词 Sheet piling quay wall staggered toe driving depth.
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部