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Experimental investigation on the coupling between immersion rig and tunnel element during freeboard elimination

机译:干舷消除过程中沉井钻机与隧道单元耦合的实验研究

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摘要

This study aims to investigate the coupled mechanism of the tunnel immersion system during freeboard elimination, one of the most critical scenarios for submerged tunnel construction. To address the coupling effect, synchronous measurements have been conducted on the tunnel/rig motions and the suspension tensions during freeboard elimination. The motion characteristics of the tunnel at zero-freeboard and immersion rigs are compared under regular and random waves. The effects of the wave period, wave height and wave obliquity on the dynamic responses of the system are examined. The results indicate that the coupling effect between the tunnel and rig is not only subjected to the wave height, but also the wave period. In particular, the most critical downward displacement of the tunnel and suspension tension were observed at the natural roll period of the coupled system T =T-roll. In addition, green water has a significant effect on the downward displacement of the tunnel and leads to severe relative heave and critical dynamic suspension tensions.
机译:这项研究旨在研究干舷消除过程中隧道沉浸系统的耦合机制,干舷消除是淹没式隧道建设最关键的情况之一。为了解决耦合效应,在干舷消除期间,对隧道/钻机运动和悬架张力进行了同步测量。比较了规则波浪和随机波浪作用下零干舷和沉水钻机下隧道的运动特性。研究了波浪周期,波浪高度和波浪倾角对系统动力响应的影响。结果表明,隧道与钻机之间的耦合效应不仅受波浪高度的影响,还受波浪周期的影响。特别是,在耦合系统T = T-roll的自然滚动期间,观察到了最关键的隧道向下位移和悬架张力。另外,绿水对隧道的向下位移有重大影响,并导致严重的相对隆起和临界动态悬架张力。

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