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sliding resistance pile
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Based on the researching achievements gained in recent years in artificial islands and the summarization on the island types and the caisson method of the filling islands in foreign countries, a feasible and ecopomical plan of caisson together with sliding resistance piles is recommended. This paper also expounds the most important factors in designing and constructing the islands in shallow waters, such as the height wave climbs, the quantities of wave climbing over the island walls, and the calculating...

Based on the researching achievements gained in recent years in artificial islands and the summarization on the island types and the caisson method of the filling islands in foreign countries, a feasible and ecopomical plan of caisson together with sliding resistance piles is recommended. This paper also expounds the most important factors in designing and constructing the islands in shallow waters, such as the height wave climbs, the quantities of wave climbing over the island walls, and the calculating methods of ice force

根据近年来取得的浅海石油开发人工岛的研究成果,通过对浅海、极浅海人工岛类型和充填岛护坡方法的归纳总结,推荐一种经济可行的沉箱加阻滑桩的结构方案,并对浅水域人工岛设计与施工中至关重要的波浪爬高、越浪量和冰荷载的计算方法予以阐述。

In this paper, the author introduced the design and construction of sliding resistance piles in Ziyang landslide control project. Some technical problems in concrete conditions to the project needed to be treated by designer was dealed clearly. Such as the rules of concerned parameters definition, consideration of simplification on calculation and the ways for some technical details treatment. It is a engineering case with practical significance.

本文介绍紫阳骨坡治理工程中有关抗滑桩的设计与施工。文中详细地论述了设计中设计人员应根据工程的具体情况去灵活处理的一些技术问题,如确定有关参数的选择原则,计算上的条件简化和一些具体技术细节的处理方法等.

The main method with which control landslide is to apply the structure type of joining up circular slide-resistance pile with arc supporting plate. The practice has proved that it has characters of reasonable structure, convenient construction, engineering safety and lasting long, and savings of concrete quantity of 25 percent. The engineering has been safe since completed.

采用园形空心抗滑桩与孤形档板相连接的结构形式作为滑坡治理的主要手段,实践证明,它不仅结构合理、方便施工、工程安全耐久,尚可节约25%的混凝土方量,实际工程已竣工多年,至今安然无恙。

 
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