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Study on tunnel design and construction method for New Tomei-Meishin Expressway

机译:东名名神新高速公路隧道设计与施工方法研究

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The New Tomei-Meishin expressway is a high-speed highway facility having six lanes (three lanes for each direction) throughout its total length of 502km. The expressway is planned to form a new transportation backbone for Japan in the 21st Century by connecting between Tokyo and Kobe. This expressway is functioning as a supplemental expressway of the existing Tomei and Meishin expressways. The tunnels on the New Tomei-Meishin expressway have a very large, flattened cross-section of approximately 190m~2 excavation area, while the excavation width is approximately 18m. There is no previous example of a large number of tunnels having a huge cross-section in the world, which can be used as references. Thus, there are various problems appearing regarding to determine the technical configuration and support structure, in terms of construction such as how to excavate a large group of tunnels safely and efficiently. The study and investigation related to design and construction method for the large cross-section tunnels located in various ground conditions is described in this paper.
机译:新东名名神高速公路是一条高速高速公路,全长502公里,有6条车道(每个方向3条车道)。该高速公路计划通过连接东京和神户之间的桥梁,成为21世纪日本的新交通骨干。该高速公路是现有东名和名神高速公路的补充高速公路。新东名梅新高速公路上的隧道具有非常大的平坦横截面,开挖面积约为190m〜2,开挖宽度约为18m。以前没有世界上横截面很大的大量隧道的示例,可以用作参考。因此,就如何确定技术配置和支撑结构而言,在施工方面出现了各种问题,例如如何安全有效地开挖大批隧道。本文介绍了在不同地面条件下的大断面隧道设计与施工方法的研究与探讨。

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