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Landslides triggered by the 20 April 2013 Lushan earthquake, Sichuan Province, China

机译:2013年4月20日,中国四川省庐山地震引发的滑坡

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The 20 April 2013 Lushan earthquake with a magnitude of M-5 7.0 induced widespread landsliding along the southern segment of the Longmen Shan fault zone. This paper presents a preliminary analysis of the characteristics of these co-seismic landslides triggered in an area of 13,323 km(2). A total of 3810 individual landslide points were identified through an intensive field investigation and from digital aerial photographs taken after the Lushan earthquake. To facilitate the more detailed analysis on the areal frequency of co-seismic landslides as polygons, we selected an area of 732 km(2) around the epicenter that had the highest density of co-seismic landslides. The sizes of the landslides are, in general, much smaller than those that were triggered by the 2008 Wenchuan earthquake. The most common types of landslides in the study area were rock falls and shallow, disrupted landslides from steep slopes, which typically involved the top few meters of weathered bedrock and colluvium. In this study, the relation between the landslide distribution and five main factors was analyzed: fault proximity, epicenter proximity, peak ground acceleration (PGA), slope angle, and lithology. Our study results show that the landslide concentration tends to decrease with distance from the seismogenic fault, and the highest landslide concentration is located within a distance of 5 km. Regarding the distance to the epicenter, the largest landslide density is found at a distance between 5 and 10 km. The landslide concentration also increases with increasing slope angle until a maximum for the slope class 45 degrees-55 degrees. In addition, results show that slopes consisting of deeply weathered and fractured sandstones and mudstones were the most susceptible to co-seismic landslides. In this study, we found that the location of the hanging wall and the footwall of the fault did not seem to have an important effect on the landslide distribution. This is in contradiction to what has been reported in other earthquake areas such as the Wenchuan area. (C) 2015 Elsevier B.V. All rights reserved.
机译:2013年4月20日的芦山M-5 7.0级地震在龙门山断裂带的南部段引起了广泛的滑坡。本文对这些在13323 km(2)范围内引发的同震滑坡的特征进行了初步分析。通过深入的野外调查以及庐山地震后拍摄的数字航空照片,共确定了3810个滑坡点。为了便于对同震滑坡的面频率以多边形进行更详细的分析,我们在震中周围选择了732 km(2)的区域,该区域具有同震滑坡的最高密度。一般来说,滑坡的大小要比2008年汶川地震引发的滑坡小得多。在研究区域中,最常见的滑坡类型是岩石落石和陡坡造成的浅层破坏性滑坡,这些滑坡通常涉及风化的基岩和崩积层的前几米。在这项研究中,分析了滑坡分布与五个主要因素之间的关系:断层邻近度,震中邻近度,峰值地面加速度(PGA),倾斜角和岩性。我们的研究结果表明,滑坡浓度趋于随距地震断层的距离而减小,并且最高滑坡浓度位于5 km之内。关于到震中的距离,最大的滑坡密度在5至10 km之间。滑坡浓度也随着倾斜角的增加而增加,直到最大倾斜度为45度至55度为止。此外,结果表明,由深风化和破裂的砂岩和泥岩组成的边坡最容易受到同震滑坡的影响。在这项研究中,我们发现断层的上盘和下盘的位置似乎对滑坡分布没有重要影响。这与汶川等其他地震地区的报道相矛盾。 (C)2015 Elsevier B.V.保留所有权利。

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