地球学报
地毬學報
지구학보
ACTA GEOSCIENTIA SINICA
2014年
5期
626-633
,共8页
李玉江%陈连旺%刘少峰%杨树新%荆燕
李玉江%陳連旺%劉少峰%楊樹新%荊燕
리옥강%진련왕%류소봉%양수신%형연
芦山地震%川滇地区%库仑破裂应力%数值模拟
蘆山地震%川滇地區%庫崙破裂應力%數值模擬
호산지진%천전지구%고륜파렬응력%수치모의
Lushan earthquake%Sichuan-Yunnan region%Coulomb failure stress%numerical simulation
芦山地震发生后,地震的发生造成周围断层应力变化值得关注。本文基于川滇地区的三维非线性有限元模型,利用芦山地震同震静态滑移量结果,分析地震的发生对川滇地区主要断裂的同震加卸载效应。初步结果表明,芦山地震的发生造成龙门山断裂中南段、岷江断裂、马尔康断裂、鲜水河断裂北西段、大凉山断裂南段、小江断裂南段不同程度的应力增加。其中龙门山断裂中南段增加最为显著,最大库仑应力增加量达0.035 MPa;岷江断裂次之,最大达0.0075 MPa;马尔康断裂增加量达0.0031 MPa;鲜水河断裂北西段达0.0008 MPa。而从断裂带同震应变积累与释放方面分析的结果同样表明上述四条断裂地震危险性增强。该结果可以为川滇地区地震危险性分析提供一定的参考依据。
蘆山地震髮生後,地震的髮生造成週圍斷層應力變化值得關註。本文基于川滇地區的三維非線性有限元模型,利用蘆山地震同震靜態滑移量結果,分析地震的髮生對川滇地區主要斷裂的同震加卸載效應。初步結果錶明,蘆山地震的髮生造成龍門山斷裂中南段、岷江斷裂、馬爾康斷裂、鮮水河斷裂北西段、大涼山斷裂南段、小江斷裂南段不同程度的應力增加。其中龍門山斷裂中南段增加最為顯著,最大庫崙應力增加量達0.035 MPa;岷江斷裂次之,最大達0.0075 MPa;馬爾康斷裂增加量達0.0031 MPa;鮮水河斷裂北西段達0.0008 MPa。而從斷裂帶同震應變積纍與釋放方麵分析的結果同樣錶明上述四條斷裂地震危險性增彊。該結果可以為川滇地區地震危險性分析提供一定的參攷依據。
호산지진발생후,지진적발생조성주위단층응력변화치득관주。본문기우천전지구적삼유비선성유한원모형,이용호산지진동진정태활이량결과,분석지진적발생대천전지구주요단렬적동진가사재효응。초보결과표명,호산지진적발생조성룡문산단렬중남단、민강단렬、마이강단렬、선수하단렬북서단、대량산단렬남단、소강단렬남단불동정도적응력증가。기중룡문산단렬중남단증가최위현저,최대고륜응력증가량체0.035 MPa;민강단렬차지,최대체0.0075 MPa;마이강단렬증가량체0.0031 MPa;선수하단렬북서단체0.0008 MPa。이종단렬대동진응변적루여석방방면분석적결과동양표명상술사조단렬지진위험성증강。해결과가이위천전지구지진위험성분석제공일정적삼고의거。
The stress change of the surrounding faults induced by the Lushan earthquake deserves attention. In this paper, the authors developed a three-dimensional nonlinear finite element model to explore the co-seismic loading/unloading effect, based on the coseismic static slip data deduced from the field body waveform record inversion. The preliminary results showed that the Lushan earthquake caused the lading effects on the mid-south Longmen Shan, Minjiang, Barkam, northwestern Xianshuihe, south Daliangshan, and south Xiaojiang faults; the mid-south Longmen Shan fault, in particular, had the significant increase which reached 0.035 MPa; Minjiang fault reached 0.0075 MPa, Barkam fault reached 0.0031 MPa and northwestern Xianshuihe fault reached 0.0008 MPa. These results corresponded well with those deduced from the coseismic strain accumulation and release aspects, and can hence provide a basis for the seismic risk analysis in the future.