徐晶^1,2,,
邵志刚^3,,,
刘静²,
季灵运¹
1. 中国地震局第二监测中心, 西安 710054
2. 中国地震局地质研究所, 地震动力学国家重点实验室, 北京 100029
3. 中国地震局地震预测研究所, 北京 100036

基金项目: 国家重点研发计划（2017YFC1500501），国家自然科学基金项目（41761144065，U1839203）和川滇国家地震监测预报实验场项目（20150115，2017CESE0102）共同资助


详细信息

作者简介: 徐晶, 女, 1987年生, 博士生, 工程师, 主要从事地震动力学、地震活动与形变监测研究工作.E-mail:xjinggis@163.com

通讯作者: 邵志刚, 男, 研究员, 1977年生, 2007年中国科学技术大学地空学院博士毕业, 主要从事地球动力学与地震活动性方面的研究.E-mail:shaozg0911@126.com

中图分类号: P315

收稿日期:2018-10-14
修回日期:2019-08-11
上线日期:2019-11-05

Coulomb stress evolution and future earthquake probability along the eastern boundary of the Sichuan-Yunnan block

XU Jing^1,2,,
SHAO ZhiGang^3,,,
LIU Jing²,
JI LingYun¹
1. The Second Monitoring and Application Center, China Earthquake Administration, Xi'an 710054, China
2. State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China
3. Institute of Earthquake Forecasting, China Earthquake Administration, Beijing 100036, China


More Information

Corresponding author: SHAO ZhiGang,E-mail:shaozg0911@126.com

MSC: P315

--> Received Date: 14 October 2018
Revised Date: 11 August 2019
Available Online: 05 November 2019


摘要
摘要:本研究基于分层黏弹介质模型，考虑强震或大地震同震位错、震后黏滞松弛及主断层段震间构造应力加载三方面效应，给出1480年以来，川滇菱形块体东边界鲜水河断裂带、安宁河断裂带、则木河断裂带和小江断裂带共20个断层段由三方面效应引起的累积库仑应力变化随时间的演化，分析强震间相互作用和强震发生的应力累积背景，定性分析各断层段的地震危险性.同时，分别采用现今台网地震目录和川滇菱形块体东边界各断层段强震复发间隔两种资料，定量计算2030年各断层段的强震发生概率；并基于摩擦本构理论，将周边强震引起的库仑应力变化量作为应力扰动，修正强震发生概率的计算结果.各断层段累积库仑应力演化的结果表明，鲜水河断裂带中部八美段、色拉哈段及南部磨西段、安宁河断裂带冕宁-西昌段、小江断裂带北部巧家-东川段和南部建水段的累积库仑应力显著增加.修正的强震发生概率计算结果显示，鲜水河断裂带中部八美-色拉哈-康定一带、安宁河断裂带冕宁-西昌段、小江断裂带南部华宁-建水一带强震发生概率较高，地震危险性值得关注.本研究基于库仑应力演化计算定性分析强震危险性的同时，基于摩擦本构律理论，结合地震引起的应力扰动和强震发生背景，定量计算修正的强震发生概率，为川滇菱形块体东边界强震危险地点及中长期发震紧迫程度判定提供方法和依据.
关键词: 川滇菱形块体东边界/
库仑应力变化/
摩擦本构律/
强震发生概率/
地震危险性

Abstract:Using a more realistic model of multi-layered viscoelastic media, the interseismic Coulomb accumulation related to tectonic loading and the Coulomb stress changes caused by coseismic dislocation and postseismic viscoelastic relaxation of the previous earthquakes were calculated. We analyzed the relationship between strong earthquakes and the stress accumulation background before every earthquake, studied the Coulomb stress evolution caused by the three effects for the 20 main segments of the Xianshuihe fault zone, the Anninghe fault zone, the Zemuhe fault zone, and the Xiaojiang fault zone, since 1480. Based on these results, we qualitatively analyzed the possible locations of future strong earthquaskes.
The background seismicity of strong earthquake was estimated using two kinds of data, one is the micro- and moderate earthquake catalog of the present seismic networks, and another is the strong earthquake recurrence data. Based on the friction constitutive law developed by Dieterich (1994), combined with the background seismic activity and the Coulomb stress disturbance caused by the nearby strong earthquakes, the corrected future earthquake probability for different fault segments were quantitatively calculated.
The results of the cumulative Coulomb stress evolution for different segments show that, the Coulomb stress increases significantly in Bamei segment, Selaha segment, and Moxi segment of the Xianshuihe fault zone, Mianning-Xichang segment of the Anninghe fault zone, Qiaojia-Dongchuan segment and Jianshui segment of the Xiaojiang fault zone. The results of the corrected future earthquake probability show that, the areas nearby Baimei, Yalahe, and Kangding in the central part of the Xianshuihe fault zone, Mianning-Xichang segment of the Anninghe fault zone, and the area nearby Huaning-Jianshui in the southern part of the Xiaojiang fault zone, have high probability of strong earthquake and seismic hazard.
Key words:The eastern boundary of the Sichuan-Yunnan block/
Coulomb stress change/
Friction constitutive law/
Future earthquake probability/
Seismic hazard



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