“4·20”芦山地震的构造破裂与发震断层
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
通过对"4.20"芦山地震构造破裂及变形特征的分析研究,阐明触发M=7.0级强烈地震的构造因素是NE向大川-双石断裂的逆断兼右旋走滑错动,断层面最大逆断-右旋滑动量达到1.51m。震中位置应在地震断裂通过的双石-太平区段而非震害严重的龙门乡。造成龙门乡震害异常的主要因素是该盆地较厚的第四系强烈的场地效应及建筑物结构强度不足。此次地震是龙门山断裂带地壳构造应力调整、地壳岩体应力-形变过程进入累进性发展阶段的必然结果。地壳破裂扩展方向具有向龙门山中央断裂发展的趋势。
This article studies the tectonic rupture and deformation characteristics of the Lushan earthquake(Ms 7.0) occurred in Sichuan on April 20,2013 and clarifies that the factor which causes 7.0 Ms earthquake is the reverse faulting and right-lateral strike-slip movement of the NE trending Dachuan-Shuangshi fault.The biggest displacement on the fault plane reaches 1.51 m.The epicenter is not in Longmen Country with serious seismic hazards,but in the Shuangshi-Taiping area where the seismic fault goes through.The main factor caused earthquake disasters anomalously in Longmen Country is the strong site effect of the relatively thick Quaternary in this basin and the strength of the buildings is insufficient.The earthquake is an inevitable result due to the crustal stress adjustment and the stress-deformation of crustal rock mass developing in the progressive stage of the Longmenshan Fault Zone.The trends of the crustal rupture propagation direction develop toward the Longmenshan central fault.
引文
[1]四川省第二区域地质测量队.中华人民共和国宝兴幅地质图(1∶20万)[R].成都:四川省地质矿产勘查开发局,1971-1975.The Second Sichuan Province Regional GeologicalSurvey team.Geological map on Baoxing,PeoplesRepublic of China(1∶200 000)[R].Chengdu:Si-chuan Provincial Bureau of Geological and MineralResource Prospecting and Development,1971-1975.(In Chinese)
    [2]李渝生,黄润秋.“5.12”汶川大地震损毁城镇的震害效应与重建选址问题[J].岩石力学与工程,2009,28(7):764-773.Li Y S,Huang R Q.Earthquake damage effects oftowns and reconstructed site selection in Wenchuanearthquake[J].Chinese Journal of Rock Mechanicsand Engineering,2009,28(7):764-773.(In Chi-nese)
    [3]Zhang H C,Li Y S,Bao J.Study on the seismicdamaging effects of mountainous towns in WenchuanEarthquake[J].Advanced Materials Research Vols,2012,446-449:2041-2047.
    [4]徐锡伟,闻学泽,叶建青,等.汶川8.0级地震地表破裂带及其发震构造[J].地震地质,2008,30(3):597-629.Xu X W,Wen X Z,Ye J Q,et al.The M8.0 Wen-chuan Earthquake surface ruptures and its seismogen-ic structure[J].Seismology and Geology,2008,30(3):597-629.(In Chinese)
    [5]李渝生.中国西南地区晚近地壳构造应力场的演化及成因机制[J].地质灾害与环境保护,2002,13(1):9-12.Li Y S.The evolution and genetic mechanism of crusttectonic stress field late Cenozoic in southwest of Chi-na[J].Journal of Geological Hazards and Environ-ment Preservation,2002,13(1):9-12.(In Chi-nese)
    [6]王士天.复杂环境中地质工程问题分析的理论与实践[M].成都:四川大学出版社,2002.Wang S T.The Theory and the Fulfillment of theGeology Engineering Problem Analysis in the Compli-cated Environment[M].Chengdu:Sichuan Universi-ty Press,2002.(In Chinese)
    [7]Li Y S,Wang S T.A special mode of the strongearthquake-constraction environment in east edgezone of the Qinghai-Tibet Plateau[J].Scientific Re-search Monthly,2005,10(12):30-35.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心