首页|天山中段2次6级地震前钻孔应变高频异常分析

天山中段2次6级地震前钻孔应变高频异常分析

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2014年以来,天山中段分量钻孔应变仪空前增多,这些高采样率的应变观测资料蕴含着丰富的构造信息.如何从高采样率观测资料中提取有效的前兆异常信息,是分析研究人员亟待解决的问题.文章通过对天山中段分量钻孔应变观测数据进行S变换和超限率分析发现,在天山中段2次6级地震前有5套应变资料出现高频信息异常.这些异常均在震前出现,随后达到峰值,临震前或地震后衰减,其中短周期异常信号主要集中在10~720 min频段,且S变换与超限率分析结果具有很好的同步性.结合精河地震震源区及附近的GPS分析结果,发现高频异常信息的分布与该地区地壳运动场具有很好的一致性,进一步验证了高频信息异常的可信度.
High-frequency anomalies of borehole strain before two MS6.0 earthquakes in the middle section of Tianshan Mountains
Since 2014,the number of component borehole strainmeters in the middle section of the Tian-shan Mountains has enormously increased.The high-sampling rate strain data contain significant tectonic information.The extraction of useful earthquake preliminary information from these data has become a top priority.We employ the S-transform and the overrun rate method to analyze the data obtained from eight sets of component borehole strainmeters in the middle part of Tianshan before two MS6.0 earth-quakes.The strain data obtained from five strainmeters provide information on high-frequency anomalies before two MS6.0 earthquakes;these anomalies gradually increase before the earthquakes,then reach their peak values,and finally disappear before or after the earthquakes.The short-term abnormal signals are mainly concentrated in the 10-720 min frequency band.The S-transform and overrun rate analysis results are in good agreement.Combined with the GPS analysis results of the Jinghe earthquake source area and its vicinity,we observe that the distribution of high-frequency anomalies is in good agreement with the crustal movement field in this area.This indicates that the high-frequency anomalies extracted from the S-transform and overrun rate analysis are credible and can be used as a reference for earthquake case studies of strain observation data.

borehole strainS-transformoverrun rate analysishigh-frequency anomaly

斯琴、关冬晓、王斌、郭春生

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新疆维吾尔自治区地震局,新疆乌鲁木齐 830011

钻孔应变 S变换 超限率分析 高频异常

自治区创新环境(人才、基地)建设专项-自然科学计划(自然科学基金)(2020)震情跟踪定向工作任务资助项目(2022)

2020D01A852022020505

2024

地震工程学报
中国地震局兰州地震研究所,中国地震学会,清华大学,中国土木工程学会

地震工程学报

CSTPCD北大核心
影响因子:1.191
ISSN:1000-0844
年,卷(期):2024.46(1)
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