Distribution Regularities of Landslides Induced by Wenchuan Earthquake, Lushan Earthquake and Nepal Earthquake
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摘要: 为探究地震触发崩塌滑坡的分布规律,基于汶川地震22 302个、芦山地震1 608个以及尼泊尔地震919个触发的崩塌滑坡数据,利用GIS技术对其分布与断层距、岩性、坡位和坡形之间的关系进行了统计分析.结果表明:3次地震触发的崩塌滑坡均具有硬岩区比软岩区、复杂坡形(凸、凹形坡)比简单平面坡更严重的规律和上下盘效应;在一般情况下,地震触发的崩塌滑坡分布具有断裂带效应,但在烈度异常情况下不存在断裂带效应;仅当烈度不小于Ⅸ度时,崩塌滑坡才凸显出在高坡位更严重的特点.Abstract: In order to study the distribution laws of landslides induced by earthquakes, the distribution regularities of landslides were investigated statistically based on the data of 22 302 landslides induced by the Wenchuan earthquake, 1 608 landslides induced by the Lushan earthquake, and 919 landslides induced by the Nepal earthquake using GIS techniques, and the relationships of the landslides with distance from coseismic fault, lithology, slope position and slope shape were discussed. The research results show that the landslides induced by the three earthquakes were more serious in hard rock zones than in soft rock zones and in complex slope shape zones than in simple slope shape zones. Moreover, the distributions of these landslides shown a hanging wall and footwall effect. The distributions of the landslides shown a fault effect in ordinary circumstances, otherwise, thefault effect did not exist in intensity anomaly. The landslides had a characteristic, i.e., they were more serious in high slope position only when seismic intensity was not less than intensity Ⅸ.
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Key words:
- Wenchuan earthquake /
- Lushan earthquake /
- Nepal earthquake /
- landslide /
- distribution law
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黄润秋,唐川,李勇,等. 汶川地震地质灾害研究[M]. 北京:科学出版,2009: 203-249. 陈运泰,杨智娴,张勇,等. 从汶川地震到芦山地震[J]. 中国科学:地球科学,2013,43(6): 1064-1072. CHEN Yuntai, YANG Zhixian, ZHANG Yong, et al. From 2008 Wenchuan earthquake to 2013 Lushan earthquake[J]. Science China: Earth Sciences, 2013, 43(6): 1064-1072. 滕艳. 专家解读尼泊尔地震[N]. 中国国土资源报,2015-04-29(6). 黄润秋,李为乐. 汶川大地震触发地质灾害的断层效应分析[J]. 工程地质学报,2009,17(1): 19-28. HUANG Runqiu, LI Weile. Fault effect analysis of geo-hazard triggered by Wenchuan earthquake[J]. Journal of Engineering Geology, 2009, 17(1): 19-28. 温瑞智,任叶飞,齐文浩,等. 2013年4月20日芦山地震最大加速度记录分析[J]. 西南交通大学学报,2013,48(5): 783-791. WEN Ruizhi, REN Yefei, QI Wenhao, et al. Maximum acceleration recording from Lushan earthquake on April 20, 2013[J]. Journal of Southwest Jiaotong University, 2013, 48(5): 783-791. 王栋. 近断层地震动的上/下盘效应研究[D]. 哈尔滨:中国地震局工程力学研究所,2010. 周德培,钟卫,杨涛. 基于坡体结构的岩质边坡稳定性分析[J]. 岩石力学与工程学报,2008,27(4): 687-695. ZHOU Depei, ZHONG Wei, YANG Tao. Stability analysis of rocky slope based on slope structures[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(4): 687-695. 黄润秋,李为乐. 512汶川大地震触发地质灾害的发育分布规律研究[J]. 岩石力学与工程学报,2008,27(12): 2585-2592. HUANG Runqiu, LI Weile. Research on development and distribution rules of geohazards induced by Wenchuan earthquake on 12th May, 2008[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(12): 2585-2592. 中国建筑科学研究院. GB 50007-2002 建筑地基基础设计规范[S]. 北京:中国建筑工业出版社,2002. 中铁第一勘察设计院集团有限公司. GB 50111-2006 铁路工程抗震设计规范[S]. 北京:中国计划出版社,2009. 崔鹏,何思明,姚令侃,等. 汶川地震山地灾害形成机理与风险控制[M]. 北京:科学出版,2011: 39-48. 乔建平,吴彩燕,田宏岭. 三峡库区云阳-巫山段坡形因素对滑坡发育的贡献率研究[J]. 工程地质学报,2006,14(1): 18-22. QIAO Jianping, WU Caiyan, TIAN Hongling. Contributing ratios of the slope shape toward the landslide development from Yunyang to Wushan in Three Gorges reservoir area[J]. Journal of Engineering Geology, 2006, 14(1): 18-22.
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