Landslides and Slope Fissures Triggered by the April 14,2010 Yushu Earthquake, China

被引:4
作者
Xu Chong [1 ]
Xu Xiwei [1 ]
Yu Guihua [1 ]
机构
[1] Key Laboratory of Active Tectonics and Volcano, Institute of Geology
基金
中国国家自然科学基金;
关键词
Landslides triggered by the Yushu earthquake; Spatial distribution; Failure mechanism; Slope fissure;
D O I
暂无
中图分类号
P642.22 [滑坡];
学科分类号
0837 ;
摘要
On April 14, 2010 at 07:49 (Beijing time), a catastrophic earthquake with MS7.1 occurred at the central Qinghai-Tibetan Plateau. The epicenter was located at Yushu county, Qinghai Province, China. A total of 2036 landslides were determined from visual interpretation of aerial photographs and high resolution remote sensing images, and verified by selected field investigations. These landslides covered a total area of about 1.194km2. Characteristics and failure mechanisms of these landslides are listed in this paper, including the fact that the spatial distribution of these landslides is controlled by co-seismic main surface fault ruptures. Most of the landslides were small scale, causing rather less hazards, and often occurring close to each other. The landslides were of various types, including mainly disrupted landslides and rock falls in shallows and also deep-seated landslides, liquefaction induced landslides, and compound landslides. In addition to strong ground shaking, which is the direct landslide triggering factor, geological, topographical, and human activity also have impact on the occurrence of earthquake triggered landslides. In this paper, five types of failure mechanisms related to the landslides are presented, namely, the excavated toes of slopes accompanied by strong ground shaking; surface water infiltration accompanied by strong ground shaking; co-seismic fault slipping accompanied by strong ground shaking; only strong ground shaking; and delayed occurrence of landslides due to snow melt or rainfall infiltration at sites where slopes were weakened by co-seismic ground shaking. Besides the main co-seismic surface ruptures, slope fissures were also delineated from visual interpretation of aerial photographs in high resolution. A total of 4814 slope fissures, with a total length up to 77.1km, were finally mapped. These slope fissures are mainly distributed on the slopes located at the southeastern end of the main co-seismic surface rupture zone, an area subject to strong compression during the earthquake.
引用
收藏
页码:1 / 22
页数:22
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共 40 条
[1]   2008年汶川地震滑坡详细编目及其空间分布规律分析 [J].
许冲 ;
徐锡伟 ;
吴熙彦 ;
戴福初 ;
姚鑫 ;
姚琪 .
工程地质学报, 2013, 21 (01) :25-44
[2]   俯冲带地区压扭断裂型地震触发滑坡及其剥蚀厚度空间分布规律分析 [J].
许冲 ;
徐锡伟 .
工程地质学报, 2012, 20 (05) :732-744
[3]   基于不同核函数的2010年玉树地震滑坡空间预测模型研究 [J].
许冲 ;
徐锡伟 .
地球物理学报, 2012, 55 (09) :2994-3005
[5]   逻辑回归模型在玉树地震滑坡危险性评价中的应用与检验 [J].
许冲 ;
徐锡伟 .
工程地质学报, 2012, 20 (03) :326-333
[6]   基于GIS与ANN模型的地震滑坡易发性区划 [J].
许冲 ;
徐锡伟 .
地质科技情报, 2012, 31 (03) :116-121
[7]   走滑断裂型地震诱发的滑坡在断裂两盘的空间分布差异 [J].
许冲 ;
徐锡伟 .
地质通报, 2012, 31 (04) :532-540
[8]   玉树地震滑坡分布调查及其特征与形成机制 [J].
许冲 ;
徐锡伟 ;
于贵华 .
地震地质, 2012, 34 (01) :47-62
[9]  
Landslide Hazard Mapping Using GIS and Weight of Evidence Model in Qingshui River Watershed of 2008 Wenchuan Earthquake Struck Region[J]. 许冲,徐锡伟,戴福初,肖建章,谭锡斌,袁仁茂.Journal of Earth Science. 2012(01)
[10]   玉树地震滑坡影响因子敏感性分析 [J].
许冲 ;
徐锡伟 ;
于贵华 ;
吴熙彦 .
科技导报, 2012, 30 (01) :18-24