Modern approaches to research and development of underwater floating constructions

V. Poliakov, Igor Khorev, Ivan Demidov
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Abstract

New transport facilities such as floating underwater tunnels present a major scientific challenge. No such structure has been built all over the world; design, at best, ends at the technical and economic assessment stage. The scientific basis development for designing these structures began in the 1990s, mainly in Norway, Japan, Italy, and South Korea. A submerged floating tunnel is a structure, also known as the «Archimedes Bridge», in terms of design is an underwater artificial structure attached to pontoons on the surface of the water (zero buoyancy structure) or secured from emersion by anchor devices (positive buoyancy structure). The lack of any construction experience makes the synthesis problem of optimal solutions very relevant. There are many approaches to the underwater floating tunnel calculation and a certain paradigm for their study has not been established. For Russia, the use of floating tunnels is relevant in connection with the construction of the northern latitudinal passage and the crossing of large Siberian rivers near the coast of the Arctic Ocean. Significant deep-water obstacles are the Caspian Sea, Baikal, reservoirs of Siberian rivers, and sea straits. The review article discusses the foreign experience of scientific design basics development of such tunnels and provides a structure classification based on draft designs. Foreign publications devoted to various research and development aspects of underwater floating tunnels are considered. The problems solved in current works devoted to the study of floating tunnels can be conditionally divided into three groups. The first group of tasks concerns the justification of the use of the structure in the organization of intersections, the second group of tasks concerns the floating tunnels design calculation for various effects and their combinations, and the third group of tasks combines two related areas: the search for new methods for calculating and optimizing structures.
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水下浮动结构研究与开发的现代方法
新的运输设施,如浮动水下隧道,提出了一个重大的科学挑战。世界上还没有这样的建筑;设计,在最好的情况下,在技术和经济评估阶段结束。设计这些结构的科学基础开发始于20世纪90年代,主要在挪威、日本、意大利和韩国。水下浮动隧道是一种结构,也被称为“阿基米德桥”,就设计而言,它是一种水下人工结构,附着在水面上的浮筒上(零浮力结构)或由锚装置固定在水面上(正浮力结构)。缺乏任何施工经验使得最优解的综合问题非常相关。水下浮动隧道的计算方法多种多样,但尚未形成一定的研究范式。对俄罗斯来说,浮动隧道的使用与北纬通道的建设和北冰洋海岸附近西伯利亚大河的穿越有关。重要的深水障碍是里海、贝加尔湖、西伯利亚河流的水库和海峡。本文综述了国外此类隧道科学设计基础开发的经验,提出了一种基于草图设计的结构分类方法。考虑了国外关于水下浮动隧道研究与开发的各种出版物。目前浮式隧道研究工作中所解决的问题可以有条件地分为三类。第一组任务涉及在十字路口组织中使用结构的合理性,第二组任务涉及各种影响及其组合的浮动隧道设计计算,第三组任务结合了两个相关领域:寻找计算和优化结构的新方法。
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