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Idaho Transportation Department (ITD): Emergency Rockfall Assessment, US-95, Riggins, ID, December 2012

机译:爱达荷州运输部(ITD):紧急岩石评估,US-95,Riggins,ID,2012年12月

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During the evening of 2 December, 2012, a large rockslide occurred that blocked US-95 at MP 188 about-5 miles south of Riggins, Idaho. No accidents were reported as a result of the rockslide. The next day, Idaho Transportation Department (ITD) noted a large, unstable, 200-ton block, hanging precariously on the face about 180 feet above the road that required immediate assessment. The rockslide originated from an ultramafic rock massif cropping out about 250 feet above the road. The team employed rappelling techniques to map vertical scanlines and access the unstable block. While on rappel, the team collected physical and engineering characteristics of the rock mass including information on discontinuities. The field data were used to assess the kinematic relationships between the structure of the rock mass and the rockslope face and establish failure mechanisms. During the assessment, a large and deep tension fracture was observed between the critical block and the hanging wall of the main rock mass. The kinematic analysis demonstrated that the critical block and slope were unstable and wedge failures were dominant. To mitigate the initial, unstable, slope conditions and critical block, a rock scaling contractor was immediately mobilized to the site. After assessment, the team established that the block should be removed by trim blasting. The team developed a trim blasting design that would bring the block down yet preserve the back wall. They worked closely with the blaster-in-charge and contractor to drill, load, and shoot the critical block. The block was removed safely by presplit blasting on 23 December. US-95 highway was then reopened to the public to accommodate the Christmas traffic.
机译:在2012年12月2日晚,发生了大型岩石滑动岩石,其中在Idaho南部约为-5英里的MP 188封锁US-95。由于岩石下,没有报告任何事故。第二天,爱达荷州运输部门(ITD)注意到一个大型不稳定,200吨的块,突然悬挂在大约180英尺之上的面上,要求立即评估。岩石滑石起源于超大的岩石破碎机,在路上约250英尺。该团队采用了令人垂直的扫描线来映射垂直扫描线并访问不稳定的块技术。在rappel上,团队收集了岩石质量的物理和工程特征,包括不连续性的信息。现场数据用于评估岩石质量结构与岩石面的结构与建立失效机制之间的运动关系。在评估期间,在临界块和主岩体的悬挂壁之间观察到大而深的张力骨折。运动学分析表明,关键块和斜坡是不稳定的,楔形失败是显性的。为了减轻初始,不稳定,斜坡条件和关键块,立即动员岩石缩放承包商。经过评估后,团队建立了通过修剪爆破来拆除块。该团队开发了一种修剪爆破设计,将阻挡块以保持后壁。他们与闪电手机和承包商密切合作,钻取,负载和射击关键块。在12月23日通过Prespit Blasting安全地除去块。然后US-95高速公路重新开放给公众,以适应圣诞节流量。

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