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Refraction Microtremor Characterization of a Landslide SR 14, Cedar Canyon, Utah

机译:犹他州锡达峡谷SR 14滑坡的折射微震特征

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In October 2011, a landslide estimated to be about 520 meters wide, 300 meters long and 40 to 45 meters thick destroyed portions of Utah State Route 14 about 8 miles east of Cedar City, Utah. Reconstruction and reopening the highway was a very high priority for the Utah Department of Transportation (UDOT); knowledge of the failure plane depth and geometry was critical to mitigation and reconstruction. Over a two-day period amongst harsh winter field conditions in December 2011, the authors completed eight, 70-meter long surface Refraction Microtremor (ReMi) seismic surveys to develop two profiles perpendicular to the roadway to assist in identifying depth to competent material. Ambient surface wave noise from contractor access road pioneering served as the seismic source. Interpreted seismic velocities from the shear wave profiles were used to estimate geo-material mass density and unconfined compressive strength. These correlations were useful in assessing the loose or otherwise shattered rock and soil slide mass to aid in identifying a competent material surface beneath the slide. Estimated ReMi shear wave depths of investigation ranged from about 30 to 60 meters. Two exploratory borings with inclinometer installations were completed by UDOT through the slide to monitor further movement.
机译:2011年10月,据估计,滑坡约520米,长300米,厚40至45米,破坏了犹他州锡达城以东约8英里的犹他州14号公路。公路的重建和重新开放是犹他州交通运输部(UDOT)的当务之急。破坏平面深度和几何形状的知识对于缓解和重建至关重要。在2011年12月冬季严酷的野外条件下,为期两天的时间,作者完成了八次70米长的地表折射微震(ReMi)地震勘测,以开发出两个垂直于巷道的剖面,以帮助确定合格材料的深度。承包商进入道路先驱者的周围表面波噪声是地震源。剪切波剖面解释的地震速度被用来估计土工材料的密度和无侧限的抗压强度。这些相关性在评估松散或破碎的岩石和土壤滑坡质量时很有用,以帮助确定滑坡下方的有效材料表面。估计的ReMi剪切波调查深度约为30至60米。 UDOT通过滑轨完成了两个安装了测斜仪的探索性钻孔,以监视进一步的运动。

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