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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >OFFSHORE BREAKWATER FOR THE SER6IPE MARINE TERMINAL, BRAZIL
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OFFSHORE BREAKWATER FOR THE SER6IPE MARINE TERMINAL, BRAZIL

机译:巴西SER6IPE海洋终端的离岸防波堤

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摘要

This paper describes the development of an alternative design for the offshore breakwater of the Sergipe Marine Terminal (Terminal Portuario de Sergipe, TPS), in northeast Brazil. Earlier alternative designs for the breakwater are presented and the chosen solution, a berm breakwater design, is described. Details of the hydraulic model testing carried out during the designing stages are given and the construction methods are explained together with a brief overview of construction controls and organization. In order to accommodate the unfavourable subsoil conditions which were found to be worse than initially expected, a redesign of the offshore breakwater was carried out. The new redesign is presently under construction. The TPS breakwater is the first berm type structure to be constructed in Brazil and one of the few in the world to be constructed over a soft marine clay layer.
机译:本文介绍了巴西东北部Sergipe海洋码头(Termuage Portuario de Sergipe,TPS)海上防波堤的替代设计的开发。提出了较早的防波堤替代设计,并介绍了所选解决方案,即护堤防波堤设计。给出了在设计阶段进行的水力模型测试的详细信息,并解释了施工方法以及施工控制和组织的简要概述。为了适应不利的地下土壤条件,该条件被认为比最初预期的要差,对海上防波堤进行了重新设计。新的重新设计目前正在建设中。 TPS防波堤是巴西第一个建造的护堤型结构,也是世界上少数在柔软的海洋黏土层上建造的结构之一。

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