首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Kizawa Tunnel Cracked On 23 October 2004 Mid-niigata Earthquake: An Example Of Earthquake-induced Damage To Tunnels In Active-folding Zones
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Kizawa Tunnel Cracked On 23 October 2004 Mid-niigata Earthquake: An Example Of Earthquake-induced Damage To Tunnels In Active-folding Zones

机译:2004年10月23日新泻中地震发生的Kizawa隧道破裂:地震对主动折叠区隧道的破坏

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摘要

Earthquakes in active-folding zones often trigger long-lasting landform changes. Since an underground structure closely follows the motion of its surrounding soils and rocks even after it was damaged in an intense earthquake, experts in charge of reconstruction have to wait until they are convinced that the soils and rocks have been stabilized. Kizawa tunnel was seriously cracked during the 23 October 2004 Mid-Niigata Earthquake. The upper half of the tunnel's cross-section near the north mouth shifted about 0.5 m sideways. Since a ring-shaped cross-section of a tunnel sustains the surrounding soil pressure, this crack pattern seemed to be serious. The authors collaborated with the Nagaoka Regional Development Bureau, Niigata Prefectural Government, in investigating the causes of the damage and in conducting long-term observation of the soils and rocks. This paper summarizes some findings for rational rehabilitations through the investigations.
机译:活动折叠区的地震通常会触发长期的地貌变化。由于即使在强烈地震中被破坏后,地下结构仍会紧紧跟随其周围土壤和岩石的运动,因此负责重建的专家必须等到确信土壤和岩石已经稳定之后,再进行操作。在2004年10月23日新泻中地震中,Kizawa隧道严重破裂。靠近北口的隧道横截面的上半部分向侧面偏移约0.5 m。由于隧道的环形截面承受了周围的土壤压力,因此这种裂缝似乎很严重。作者与新泻县长冈县开发局合作,调查了造成破坏的原因,并对土壤和岩石进行了长期观察。本文通过调查总结了一些合理康复的发现。

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