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首页> 外文期刊>トンネルと地下 >Design-Build of Invert Concrete Based on Displacement Automatically Measured in Ground With Potential for Heaving:the Hokuriku Shinkansen, the Kaga Tunnel, Northern Lot
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Design-Build of Invert Concrete Based on Displacement Automatically Measured in Ground With Potential for Heaving:the Hokuriku Shinkansen, the Kaga Tunnel, Northern Lot

机译:基于位移自动测量的具有倒伏潜力的地下倒置混凝土的设计与建造:北陆新干线,加贺隧道,北部地段

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摘要

The Hokuriku Shinkansen Kaga Tunnel is a 5,463m-long mountain tunnel (kilometerage 391km937m to 397km400m from origination of Takasaki) and is located on the border between Ishikawa and Fukui Prefectures in the section from Kanazawa to Tsuruga. Throughout almost ground along this tunnel, Neogene Miocene tuff and mudstone were distributed and there was concern about deformation of invert. The results of laboratory testing using ground samples are normally used as decision indexes for squeezing ground but heaving is confirmed in some tunnels after construction and it is necessary to implement measures at the time of construction works including heaving prevention measures which are particularly difficult to implement after the tunnel opens. Therefore, we installed "Invert Displacement Meter®" that automatically measures vertical trackbed displacement through the differential head, depending on the measurements results, we implemented invert deformation measures giving a cross-section with a larger curvature in order to get closer to a circular-shaped invert for sections where large displacement was confirmed.
机译:北陆新干线加贺隧道是一条5,463m长的山地隧道(从高崎始发,全长391km937m至397km400m),位于石川与福井县之间的边界,从金泽到敦贺。在这条隧道的几乎整个地面上,新近纪中新统凝灰岩和泥岩分布,并存在着倒置变形的问题。通常使用地面样品的实验室测试结果作为挤压地面的决策指标,但是在施工后某些隧道中已经确认了起伏,并且在施工时必须采取包括起伏预防措施在内的措施,这些措施在施工后特别难以实施。隧道打开。因此,我们安装了“ Invert DisplacementMeter®”,该工具可以自动测量通过差速器头的垂直轨迹床位移,根据测量结果,我们实施了反向变形测量,使横截面具有较大的曲率,以便更接近于圆形。对于确认有大位移的部分,采用“倒形”形状。

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    《トンネルと地下》 |2020年第3期|1-1|共1页
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