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Post-seismic surface processes in the Jiufengershan landslide area, 1999 Chi-Chi earthquake epicentral zone, Taiwan

机译:台湾集集地震震中区1999年九峰二山滑坡区的地震后地表过程

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The Jiufengershan rock avalanche was one of the largest and most damaging landslides triggered by the Chi-Chi earthquake (M_L=73, M_w=7.6) of 21 September 1999. The rock avalanche transported a mass of sedimentary rock 50 m thick and 1.5 km long, located on the western limb of the Taanshan syncline. The surface of rupture coincides with the bedding plane and dips moderately toward the Jiutsaihu valley. This paper is mainly devoted to the study of post-seismic surface processes that affected the sliding surface as well as the debris deposit, from September 1999 to February 2003. Large fractured blocks and a debris layer observed on the surface of rapture were subjected to mass wasting processes and denudation. The quantification of erosion was made using two different approaches. First, the subpixel correlation method was used to determine the horizontal displacement field from aerial photographs taken, respectively, 2 and 3.5 months after the earthquake. Displacements ranging from 1 to 6 m were observed around unstable blocks located at the western flank of the surface of rupture. Second, the co-seismic and post-seismic volume distributions in the sliding zone were determined from three digital elevation models, including a LiDAR image taken in 2002. Post-seismic erosion and deposition from September 1999 to April 2002 were mainly associated with mass wasting and denudation at the surface of rupture, deposition in small basins and lakes located in the debris deposit, and evacuation of materials from the debris deposit along natural and artificial drainage channels. The vertical compaction is 1 percent of the initial height of the deposit.
机译:九峰二山岩石雪崩是1999年9月21日的集集地震(M_L = 73,M_w = 7.6)引发的最大,破坏性最大的滑坡之一。岩石雪崩输送了50 m厚1.5 km长的沉积岩,位于Taanshan向斜的西侧。破裂面与层理平面重合,并向久西湖谷缓缓倾斜。本文主要研究1999年9月至2003年2月地震后影响滑动面和碎屑沉积的地表过程。对大面积破裂的块体和被提表面观察到的碎屑层进行了质量分析。浪费流程和剥削。使用两种不同的方法对侵蚀进行了量化。首先,使用亚像素相关法从地震后2个月和3.5个月拍摄的航拍照片确定水平位移场。在破裂面西侧的不稳定块周围观察到位移为1至6 m。其次,根据三个数字高程模型(包括2002年拍摄的LiDAR图像)确定滑动带中的同震和震后体积分布。1999年9月至2002年4月的震后侵蚀和沉积主要与质量浪费有关破裂表面的剥蚀,沉积物位于碎屑沉积物中的小盆地和湖泊中,以及沿着自然和人工排水通道从碎屑沉积物中疏散材料。垂直压实度为沉积物初始高度的1%。

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