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Emergency Response to a Rockslide on BNSF Snowshed #4, Stampede Pass, WA

机译:华盛顿州踩踏通行证BNSF雪崩#4上的山体滑坡应急响应

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One of BNSF's primary freight lines cross the Cascade Range in Washington State at Stampede Pass. On November 27, 2015, a large rockslide occurred above the east portal of Tunnel #4, at MP49.4 within the Stampede Subdivision. Approximately 50 cubic yards of rock debris hit and penetrated the snowshed roof, breaking some of the timber set members, and fouled the track. Rock debris was spotted by the BNSF track inspector and traffic was stopped, averting a derailment. BNSF requested that McMillen Jacobs Associates mobilize to the site to evaluate the damaged snowshed and rockslope conditions. We inspected the structural integrity of the snowshed and worked closely with BNSF maintenance-of-way personnel to safely remove a large boulder lodged in the roof over the tracks. We oversaw rock scaling above the snowshed to establish safe working conditions for BNSF staff and rail traffic. After completion of the initial rock scaling, BNSF constructed a temporary roof cover over the open holes. Rail traffic was restored within 72 hours of the incident. When conditions improved in 2016, authors directed additional rock scaling during live track windows. Once scaling was completed, we characterized the existing rockslope conditions using rope access techniques to evaluate geologic kinematic stability and rockfall characteristics. Based on the results, results, we produced conceptual designs for mitigation measures, including rock anchors and wire mesh, and then provided construction management during final repair of the snowshed. Presently, we are designing a rockfall deflection shed above the Snowshed #4 (snowshed) based on the rockfall characteristics.
机译:BNSF的主要货运线路之一穿越华盛顿州牛仔节通行证的喀斯喀特山脉。 2015年11月27日,在Stampede分区内MP49.4的#4号隧道东侧入口上方发生了一个大的岩石滑坡。大约50立方码的碎石块撞击并穿透了积雪覆盖的屋顶,破坏了部分木材固定构件,并弄脏了赛道。 BNSF轨道检查员发现了岩石碎屑,并阻止了交通,避免了出轨。 BNSF要求McMillen Jacobs Associates调动到现场评估受损的积雪和岩石边坡状况。我们检查了积雪的结构完整性,并与BNSF道路维护人员紧密合作,安全地清除了铁轨上方屋顶上的一块大巨石。我们监督雪崩上方的岩石结垢,以为BNSF员工和铁路交通建立安全的工作条件。初始岩石缩放完成后,BNSF在裸眼孔上方建造了一个临时屋顶盖。事故发生后72小时内,铁路交通恢复了。当2016年的情况有所改善时,作者指示在实时跟踪窗口中进行其他岩石缩放。缩放完成后,我们将使用绳索通道技术对现有的岩质边坡条件进行特征化,以评估地质运动学稳定性和落石特性。根据结果​​,我们为缓解措施提出了概念设计,包括岩锚和金属丝网,然后在雪灾的最终修复过程中提供了施工管理。目前,我们正在根据落石特征设计落雪#4(下雪)上方的落石偏斜。

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