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Decomposing InSAR LOS displacement into co-seismic dislocation with a linear in-terpolation model: A case study of the Kunlun Mountain M_s=8.1 earthquake 被引量:2
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作者 马超 单新建 《Acta Seismologica Sinica(English Edition)》 EI CSCD 2006年第1期100-107,共8页
It has always been a difficult problem to extract horizontal and vertical displacement components from the InSAR LOS (Line of Sight) displacement since the advent of monitoring ground surface deformation with InSAR ... It has always been a difficult problem to extract horizontal and vertical displacement components from the InSAR LOS (Line of Sight) displacement since the advent of monitoring ground surface deformation with InSAR technique. Having tried to fit the firsthand field investigation data with a least squares model and obtained a preliminary result, this paper, based on the previous field data and the InSAR data, presents a linear cubic interpolation model which well fits the feature of earthquake fracture zone. This model inherits the precision of investigation data; moreover make use of some advantages of the InSAR technique, such as quasi-real time observation, continuous recording and all-weather measurement. Accordingly, by means of the model this paper presents a method to decompose the InSAR slant range co-seismic displacement (i.e. LOS change) into horizontal and vertical displacement components. Approaching the real motion step by step, finally a serial of curves representing the co-seismic horizontal and vertical displacement component along the main earthquake fracture zone are approximately obtained. 展开更多
关键词 InsAR (Interferometry synthetic Aperture Radar) least squares fiting linear interpolation LOs co-seismic dislocation kunlun mountain ms=8.1 earthquake
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Influence of the Kunlun Mountain M_S8.1 Earthquake on Horizontal Crustal Deformation in the Sichuan and Yunnan Area
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作者 Yang Guohua Jiang Zaiseng +4 位作者 Zhang Fengshuang Liu Xia Han Yueping Shen Wuchun Wang Li 《Earthquake Research in China》 2007年第3期269-280,共12页
In order to track the space-time variation of regional strain field holistically(in a large scale) and to describe the regional movement field more objectively,the paper uses a nonlinear continuous strain model focuse... In order to track the space-time variation of regional strain field holistically(in a large scale) and to describe the regional movement field more objectively,the paper uses a nonlinear continuous strain model focused on extracting medium-low frequency strain information on the basis of a region with no rotation.According to the repeated measurements(1999~2001~2004) from GPS monitoring stations in the Sichuan and Yunnan area obtained by the Project of "China Crust Movement Measuring Network",and with the movement of 1999~2001(stage deformation background) as the basic reference,we separated the main influencing factors of the Kunlun Mountain M-S8.1 earthquake in 2001 from the data of 2001 and 2004,and the results indicate:(1) the Kunlun Mountain M-S8.1 earthquake has a discriminating effect on the Sichuan and Yunnan area,moreover,the deformation mode and background had not only certain similitude but also some diversity;(2) The movement field before the earthquake was very ordinal,while after the earthquake,order and disorder existed simultaneously in the displacement field;The displacement quantities of GPS monitoring stations were generally several millimeters;(3) The principal strain field before earthquake was basically tensile in an approximate EW direction and compressive in the SN direction,and tension was predominant.After the earthquake,the principal strain field in the Sichuan area was compressive in the EW direction and tensile in the SN direction,and the compression was predominant.In the Yunnan area,it was tensional in the NE direction and compressive in the NW direction,and tension was predominant;(4) The surficial strain before the earthquake was dominated by superficial expansion,the contractive area being located basically in the east boundary of Sichuan and Yunnan block and its neighborhood.After the earthquake,the Sichuan area was surface contractive(the further north,the greater it was),and south of it was an area of superficial expansion.Generally speaking,the Kunlun Mountain M-S8.1 earthquake played an active role in the accumulation of energy in the Sichuan and Yunnan area.Special attention shall be focused on the segment of Xichang-Dongchuan and its neighborhood. 展开更多
关键词 ms 8.1 kunlun mountain earthquake sichuan and Yunnan area GPs Horizontal movement and strain earthquake risk
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Characteristics of Far-field Precursory Anomalies Before the M_S8.1 Earthquake in the West of Kunlun Mountains Pass
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作者 Chen Yuhua Dong Zhiping +1 位作者 Wang Peiling Li Yongqiang 《Earthquake Research in China》 2009年第3期354-371,共18页
In this study, a number of typical precursory anomalies recorded by stations in Qinghai, Gansu, Sichuan, Xinjiang, Ningxia, Hebei and Shaanxi provinces and autonomous regions before the Ms8.1 earthquake in the west of... In this study, a number of typical precursory anomalies recorded by stations in Qinghai, Gansu, Sichuan, Xinjiang, Ningxia, Hebei and Shaanxi provinces and autonomous regions before the Ms8.1 earthquake in the west of Kunlun Mountains Pass are collected and checked. According to the standards of earthquake cases in China, the criteria of the precursory anomalies are determined, and 53 distinguished. The characteristics of these anomalies before the Ms S. 1 earthquake are analyzed, with results showing a very large earthquake affected area. The precursory anomalies recorded by instruments were 2900 km away from the epicenter, and according to the study in this paper, reached 2100 km away. The results also show that the anomalies present characteristics of long duration, multi-measurement items and large-amplitude variation. The authors believe that in large earthquake monitoring, attention should be paid to the variation of data over a large area, ranging up to thousands kilometers, with much denser earthquake observation networks. 展开更多
关键词 West of kunlun mountains Pass ms8.1 earthquake Typical precursoryanomalies Analysis of anomaly characteristics
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The Frozen Soils and Devastating Characteristics of West Kunlun Mountains Pass M_S 8.1 Earthquake Area in 2001
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作者 ChenYongming WangLanmin +2 位作者 DaiWei WangWeifeng DaiHuaguang 《Earthquake Research in China》 2004年第4期337-347,共11页
The investigation on damages to frozen soil sites during the West Kunlun Mountains Pass earthquake with M S 8.1 in 2001 shows that the frozen soil in the seismic area is composed mainly of moraine, alluvial deposit, d... The investigation on damages to frozen soil sites during the West Kunlun Mountains Pass earthquake with M S 8.1 in 2001 shows that the frozen soil in the seismic area is composed mainly of moraine, alluvial deposit, diluvial deposit and lacustrine deposit with the depth varying greatly along the earthquake rupture zone. The deformation and rupture of frozen soil sites are mainly in the form of coseismic fracture zones caused by tectonic motion and fissures, liquefaction, seismic subsidence and collapse resulting from ground motion. The earthquake fracture zones on the surface are main brittle deformations, which, under the effect of sinistral strike-slip movement, are represented by shear fissures, tensional cracks and compressive bulges. The distribution and configuration patterns of deformation and rupture such as fissures, liquefaction, seismic subsidence and landslides are all related to the ambient rock and soil conditions of the earthquake area. The distribution of earthquake damage is characterized by large-scale rupture zones, rapid intensity attenuation along the Qinghai-Xizang (Tibet) Highway, where buildings distribute and predominant effect of rock and soil conditions. 展开更多
关键词 The West kunlun mountains Pass m s8.1 earthquake Frozen soil Devastating characteristics
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2001年新疆昆仑山M_(S)8.1地震前地脉动参数异常变化
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作者 李志雄 周雯 +1 位作者 施春花 卢启明 《地震地磁观测与研究》 2023年第S01期106-108,共3页
1研究背景。冯德益等(1994)研究发现,在中强地震发生前后地震波参数和地脉动参数都会有各种异常形态出现,且短周期地脉动参数异常可用于地震短期预报。李志雄等(2008)编制了海南数字地脉动参数处理系统,系统自动计算2005—2007年海南地... 1研究背景。冯德益等(1994)研究发现,在中强地震发生前后地震波参数和地脉动参数都会有各种异常形态出现,且短周期地脉动参数异常可用于地震短期预报。李志雄等(2008)编制了海南数字地脉动参数处理系统,系统自动计算2005—2007年海南地震台网各个台站的地脉动参数,发现在海南及邻区显著地震前和地震活动活跃时地脉动参数有一定异常变化。 展开更多
关键词 昆仑山m_(s)8.1地震 地脉动参数 异常变化 空间线性度 方位角
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Horizontal crustal movement in Chinese mainland before and after the great Kunlun Mountain M=8.1 earthquake in 2001
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作者 顾国华 张晶 王武星 《Acta Seismologica Sinica(English Edition)》 CSCD 2003年第6期676-685,共10页
The continuous GPS observation at the fiducial stations in the Crustal Movement Observation Network of China (CMONOC) recorded the crustal movement of Chinese mainland before and after the great Kunlun Mountain earthq... The continuous GPS observation at the fiducial stations in the Crustal Movement Observation Network of China (CMONOC) recorded the crustal movement of Chinese mainland before and after the great Kunlun Mountain earthquake of M=8.1 on November 14, 2001, especially the horizontal crustal movement in the western part of China. Based on the datum defined by a group of stable stations with small mutual horizontal displacements for a few years, the time series of horizontal displacements at fiducial stations were obtained. Significant anomalous horizontal displacements had appeared at the fiducial stations in the western part of China since early November 2000 and several earthquakes with the magnitudes about 6.0 had occurred in Yunnan and Sichuan Provinces. The northward components of the horizontal displacement at the fiducial stations in west China had decreased signifi-cantly and even changed in the opposite sense since mid April 2001. After the earthquake, the northward dis-placements still decreased and there were significant westward displacements. The process of the crustal move-ment in the western part of Chinese mainland (in reference to east China) suggests that the main force source for this earthquake came from the northward pushing of the Indian plate. The great earthquake released a large amount of energy, as a result, the action applied by the Indian plate to Chinese mainland diminished significantly and after the great earthquake, the seismic activity in Chinese mainland decreased considerably until the end of 2002. 展开更多
关键词 crustal movement GPs earthquake prediction great kunlun mountain earthquake of m=8.1 time series
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Source process of the 14 November 2001 western Kunlun Mountain M_S=8.1 earth-quake
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作者 ZHOU Yun-hao(周云好) CHEN Zhang-li(陈章立) MIAO Fa-jun(缪发军) 《Acta Seismologica Sinica(English Edition)》 CSCD 2004年第z1期9-21,共8页
Based on digital teleseismic P-wave seismograms recorded by 28 long-period seismograph stations of the global seismic network, source process of the November 14, 2001 western Kunlun Mountain MS=8.1 (MW=7.8) earth- q... Based on digital teleseismic P-wave seismograms recorded by 28 long-period seismograph stations of the global seismic network, source process of the November 14, 2001 western Kunlun Mountain MS=8.1 (MW=7.8) earth- quake is estimated by a new inversion method. The result shows that the earthquake is a very complex rupture event. The source rupture initiated at the hypocenter (35.95°N, 90.54°E, focal depth 10 km, by USGS NEIC), and propagated to the west at first. Then, in several minutes to a hundred minutes and over a large spatial range, several rupture growth points emerged in succession at the eastern end and in the central part of the finite fault. And then the source rupture propagated from these rupture growth points successively and, finally, stopped in the area within 50 km to the east of the centroid position (35.80°N, 92.91°E, focal depth 15 km, by Harvard CMT). The entire rupture lasted for 142 s, and the source process could be roughly separated into three stages: The first stage started at the 0 s and ended at the 52 s, lasting for 52 s and releasing approximately 24.4% of the total moment; The sec- ond stage started at the 55 s and ended at the 113 s, lasting for 58 s and releasing approximately 56.5% of the total moment; The third stage started at the 122 s and ended at the 142 s, lasting for 20 s and releasing approximately 19.1% of the total moment. The length of the ruptured fault plane is about 490 km. The maximum width of the ruptured fault plane is about 45 km. The rupture mainly occurred within 30 km in depth under the surface of the Earth. The average static slip in the underground rocky crust is about 1.2 m with the maximum static slip 3.6 m. The average static stress drop is about 5 MPa with the maximum static stress drop 18 MPa. The maximum static slip and the maximum stress drop occurred in an area within 50 km to the east of the centroid position. 展开更多
关键词 digital seismograms INVERsION western kunlun mountain ms=8.1 earthquake source rupture process
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A discussion on Corioli force effect and aftershock activity tendency of the M=8.1 Kunlun Mountain Pass earthquake on Nov. 14, 2001
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作者 吕坚 高建华 +2 位作者 刘吉夫 胡翠娥 黄双凤 《Acta Seismologica Sinica(English Edition)》 CSCD 2003年第4期459-467,共9页
Following the theory and definition of the Corioli force in physics, the Corioli force at the site of the M=8.1 Kunlun Mountain Pass earthquake on November 14, 2001, is examined in this paper on the basis of a statist... Following the theory and definition of the Corioli force in physics, the Corioli force at the site of the M=8.1 Kunlun Mountain Pass earthquake on November 14, 2001, is examined in this paper on the basis of a statistical research on relationship between the Corioli force effect and the maximum aftershock magnitude of 20 earthquakes with M7.5 in Chinese mainland, and then the variation tendency of aftershock activity of the M=8.1 earthquake is discussed. The result shows: a) Analyzing the Corioli force effect is an effective method to predict maximum aftershock magnitude of large earthquakes in Chinese mainland. For the sinistral slip fault and the reverse fault with its hanging wall moving toward the right side of the cross-focus meridian plane, their Corioli force pulls the two fault walls apart, decreasing frictional resistance on fault plane during the fault movement and releasing elastic energy of the mainshock fully, so the maximum magnitude of aftershocks would be low. For the dextral slip fault, its Corioli force presses the two walls against each other and increases the frictional resistance on fault plane, prohibiting energy release of the mainshock, so the maximum magnitude of aftershocks would be high. b) The fault of the M=8.1 Kunlun Mountain earthquake on Nov. 14, 2001 is essentially a sinistral strike-slip fault, and the Corioli force pulled the two fault walls apart. Magnitude of the induced stress is about 0.06 MPa. After a comparison analysis, we suggest that the aftershock activity level will not be high in the late period of this earthquake sequence, and the maximum magnitude of the whole aftershocks sequence is estimated to be about 6.0. 展开更多
关键词 Corioli force effect aftershock magnitude m=8.1 kunlun mountain Pass earthquake Chinese mainland
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Study on rupture zone of the M=8.1 Kunlun Mountain earthquake using fault-zone trapped waves
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作者 李松林 张先康 樊计昌 《Acta Seismologica Sinica(English Edition)》 EI CSCD 2005年第1期43-52,共10页
The observation of the fault-zone trapped waves was conducted using a seismic line with dense receivers across surface rupture zone of the M=8.1 Kunlun Mountain earthquake. The fault zone trapped waves were separated ... The observation of the fault-zone trapped waves was conducted using a seismic line with dense receivers across surface rupture zone of the M=8.1 Kunlun Mountain earthquake. The fault zone trapped waves were separated from seismograms by numerical filtering and spectral analyzing. The results show that: a) Both explosion and earthquake sources can excite fault-zone trapped waves, as long as they locate in or near the fault zone; b) Most energy of the fault-zone trapped waves concentrates in the fault zone and the amplitudes strongly decay with the distance from observation point to the fault zone; c) Dominant frequencies of the fault-zone trapped waves are related to the width of the fault zone and the velocity of the media in it. The wider the fault zone or the lower the velocity is, the lower the dominant frequencies are; d) For fault zone trapped waves, there exist dispersions; e) Based on the fault zone trapped waves observed in Kunlun Mountain Pass region, the width of the rupture plane is deduced to be about 300 m and is greater than that on the surface. 展开更多
关键词 fault-zone trapped waves m=8.1 kunlun mountain earthquake seismic rupture plane
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Characteristics of Collapses Caused by the M8.1 Earthquake West of the Kunlun Mountains Pass
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作者 WangZanjun DangGuangming TianQinjian 《Earthquake Research in China》 2003年第4期352-363,共12页
An M 8.1 earthquake that occurred west of the Kunlun Mountains Pass has caused more than 20 collapse bodies or zones, which are mainly distributed near the surface seismic rupture zone, west of Hoh Sai Lake. The colla... An M 8.1 earthquake that occurred west of the Kunlun Mountains Pass has caused more than 20 collapse bodies or zones, which are mainly distributed near the surface seismic rupture zone, west of Hoh Sai Lake. The collapses are of four types, bedrock, soil mass and ice mass collapses and avalanches. The spatial distribution and the characteristics of development of the collapses are analyzed in the paper. Comparised with those caused by other earthquakes, the collapses are smaller in scale. In addition to the lithological characteristics of the crustal media, topographic, geomorphic and climatic factors, weaker seismic ground motion is an important cause for formation of the smaller-scale collapses. The long surface rupture zone and weaker ground motion are important features of the seismic rupture, which may be related to the structure of the preexisting fault. 展开更多
关键词 kunlun mountains Pass The m 8.1 earthquake seismic collapse Geographic environment
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2001年11月14日昆仑山口西M_S8.1地震震源破裂过程研究 被引量:19
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作者 周云好 陈章立 缪发军 《地震学报》 CSCD 北大核心 2004年第S1期9-21,共12页
根据IRIS全球地震台网 2 8个台的长周期地震仪记录的P波数字地震图 ,用直接由远场体波地震图反演震源破裂过程的一种新方法 ,研究了 2 0 0 1年 1 1月 1 4日昆仑山口西MS8.1地震的震源破裂过程 .结果表明 :这是一次极为复杂的地震破裂事... 根据IRIS全球地震台网 2 8个台的长周期地震仪记录的P波数字地震图 ,用直接由远场体波地震图反演震源破裂过程的一种新方法 ,研究了 2 0 0 1年 1 1月 1 4日昆仑山口西MS8.1地震的震源破裂过程 .结果表明 :这是一次极为复杂的地震破裂事件 .破裂从震源位置(3 5 .95°N ,90 .5 4°E ,h :1 0km)开始后 ,先向西扩展 ,后在有限断层的东端和中部的大尺度空间范围内接连出现了多个破裂生长点 .破裂在这些生长点先后扩展 ,最后在矩心位置(3 5 .80°N ,92 .91°E ,h :1 5km)以东 5 0km范围内结束 .整个破裂持续了约 1 42s.破裂过程可粗略地分为 3个阶段 :第一阶段 ,从第 0s开始至第 5 2s结束 ,持续了 5 2s,释放的地震矩约为总地震矩的 2 4.4% ;第二阶段 ,从第 5 5s开始至第 1 1 3s结束 ,持续了 5 8s,释放的地震矩约为总地震矩的 5 6.5 % ;第三阶段 ,从第 1 2 2s开始至第 1 42s结束 ,持续了 2 0s,释放的地震矩约为总地震矩的 1 9.1 % .地震破裂面长约 490km ,破裂面最大宽度达 45km .破裂主要发生在 3 0km深度范围内 .地下岩层的平均静态位错量约为 1 .2m ,最大静态位错量达 3 .6m ,平均静态应力降约为 5MPa ,最大静态应力降达 1 8MPa .静态位错量和静态应力降最大的区域位于矩心位置以东 5 0km范围内 . 展开更多
关键词 数字地震图 反演 昆仑山口西ms8.1地震 震源破裂过程
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青海昆仑山口西M_S8.1级地震地表破裂带特征与主要震害——对青藏高原区域稳定性评价的制约 被引量:21
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作者 党光明 王赞军 《地质通报》 CAS CSCD 北大核心 2002年第2期105-108,T001,T002,共6页
通过对昆仑山口西8.1级地震地表破裂全带的野外考察,发现本次地震地表破裂带由3条具有一定宽度和长度规模并且延伸稳定的右接斜列的破裂带组成,呈近东西(N80°W)走向延展,长度约350km;断裂错动以左旋走滑性质为主,发震断裂属昆仑山... 通过对昆仑山口西8.1级地震地表破裂全带的野外考察,发现本次地震地表破裂带由3条具有一定宽度和长度规模并且延伸稳定的右接斜列的破裂带组成,呈近东西(N80°W)走向延展,长度约350km;断裂错动以左旋走滑性质为主,发震断裂属昆仑山南缘断裂带;地震裂缝、地震鼓梁(包)、地震塌陷等形迹所构成的新破裂切割了老的地震形变带;宏观震中位于布喀达坂峰东侧25km附近,比较接近中国地震速报台网确定的仪器震中;极震区地震烈度为Ⅺ度。地震地表破裂带是本次地震形成的最主要的地震地质灾害。另外还伴随发育地震边坡崩塌、雪崩、湖岸震陷、山体震裂、地面喷沙冒水等地震地质灾害现象。 展开更多
关键词 昆仑山 地震地表破裂 震害 稳定性 发震断裂 地震烈度
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昆仑M_S8.1地震前青藏块体北、东缘水平运动变形的关联特征 被引量:2
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作者 王双绪 张希 张晓亮 《中国地震》 CSCD 北大核心 2005年第1期41-49,共9页
青藏块体东北缘和川滇GPS监测区 1991(1993)、1999和 2 0 0 1年高精度GPS观测资料揭示 :2 0 0 1年 11月 14日昆仑MS8 1地震前 ,青藏块体北、东缘构造区域水平运动变形场动态演变具有一定的关联性特征。即 :在继承性运动总体背景下 ,临... 青藏块体东北缘和川滇GPS监测区 1991(1993)、1999和 2 0 0 1年高精度GPS观测资料揭示 :2 0 0 1年 11月 14日昆仑MS8 1地震前 ,青藏块体北、东缘构造区域水平运动变形场动态演变具有一定的关联性特征。即 :在继承性运动总体背景下 ,临近大震发生时两区域运动强度同步减弱且变形状态发生变化。结合地质构造分析研究认为 ,昆仑MS8 1地震前 ,青藏块体边界运动变形的关联性变化与大震孕育后期大范围应力应变快速积累所形成的扰动应力场有关 ;随着块体内部大震的发生、应变能的大量释放和构造应力场的调整 ,可能会促使块体边界地带具有较高应变积累的相关构造部位 (尤其是未被历史强震破裂贯通的地带 )的应力应变的进一步积累或破裂释放。 展开更多
关键词 昆仑ms8.1地震 青藏块体边界 水平运动变形 关联性特征
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2022年3月17日甘肃肃南M_(S)5.1地震总结 被引量:1
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作者 郭菲 王月 +5 位作者 解孟雨 岳冲 王亚丽 倪晓寅 钟骏 李纲 《地震地磁观测与研究》 2023年第2期1-10,共10页
系统总结2022年3月17日甘肃肃南M_(S)5.1地震发生前的地震活动和地球物理观测异常,其中:①地震活动异常:震前存在地震成组活动异常;②地球物理观测异常:震中200 km范围内存在6项地球物理场异常,其中5项异常为趋势异常,但均非此次肃南M_(... 系统总结2022年3月17日甘肃肃南M_(S)5.1地震发生前的地震活动和地球物理观测异常,其中:①地震活动异常:震前存在地震成组活动异常;②地球物理观测异常:震中200 km范围内存在6项地球物理场异常,其中5项异常为趋势异常,但均非此次肃南M_(S)5.1地震的相关异常,而高台地震台形变异常虽为短期异常,但异常转折变化与本次地震无关;此外,肃南M_(S)5.1地震发生前,我国西北地区存在地磁低点位移、加卸载响应比和逐日比3项异常,但因后续于3月26日发生青海德令哈M_(S)6.0地震,认为该地磁预测指标对应成组地震活动,不能作为单一地震的震前异常。肃南M_(S)5.1地震余震较少,其序列活动特征显示为主余型;主震震源机制显示断层破裂为走滑型,与距离最近的疏勒南山断裂构造性质相符。综合分析认为,此次地震对于祁连山地震带及其周边后续中强地震的发生具有一定预测意义。 展开更多
关键词 肃南m_(s)5.1地震 地震活动异常 地球物理观测异常 祁连山地震带
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门源M_(s)6.9地震序列及祁连山地震带余震序列的统计特征研究
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作者 张成军 严武建 康林 《自然灾害学报》 CSCD 北大核心 2023年第5期56-63,共8页
基于2022年1月8日门源M_(s)6.9地震余震序列数据和祁连山地震带24次5.0级以上地震余震序列的统计分析,研究了门源M_(s)6.9地震震源机制与余震序列类型,以及祁连山地震带中强地震活动性、余震序列类型及分布规律、最大余震震级与主震关... 基于2022年1月8日门源M_(s)6.9地震余震序列数据和祁连山地震带24次5.0级以上地震余震序列的统计分析,研究了门源M_(s)6.9地震震源机制与余震序列类型,以及祁连山地震带中强地震活动性、余震序列类型及分布规律、最大余震震级与主震关系及余震序列类型与主震断层性质之间的关系。研究结果表明:门源M_(s)6.9地震为主余型类型地震;该地震带5.0级以上中强地震存在3个丛集活动阶段且持续时间约为4 a,门源M_(s)6.9地震的发生意味着祁连山地震带进入了中强地震活跃阶段;以主余型余震序列类型为主,震群型和孤立型余震序列为辅,具有显著的分区特性,且主余型序列类型主震震级与1 a内最大余震震级之间具有高度相关性。祁连山地震带中强地震余震序列主震与主震断层类型以主震破裂滑动型为主,占比达到66.7%。 展开更多
关键词 门源6.9级地震 祁连山地震带 序列类型 最大余震震级 主震断层性质
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Numerical Simulation on Coseismic Effect of the November 14,2001 Great Kunlun Earthquake,Northern Tibet,China
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作者 Wang Hui Zhang Guomin +3 位作者 Zhang Huai Shi Yaolin Liu Jie Shen Xuhui 《Earthquake Research in China》 2008年第2期195-205,共11页
The November 14,2001 M_S8.1 Kunlun Mountains earthquake in northern Tibet is the largest earthquake occurring on the Chinese mainland since 1950.We apply a three-dimensional(3-D)finite element numerical procedure to m... The November 14,2001 M_S8.1 Kunlun Mountains earthquake in northern Tibet is the largest earthquake occurring on the Chinese mainland since 1950.We apply a three-dimensional(3-D)finite element numerical procedure to model the coseismic displacement and stress fields of the earthquake based on field investigations.We then further investigate the stress interaction between the M_S8.1 earthquake and the intensive aftershocks.Our primary calculation shows that the coseismic displacement field is centralized around the east Kunlun fault zone.And the attenuation of coseismic displacements on the south side of Kunlun fault zone is larger than that on the north side.The calculated coseismic stress field also indicates that the calculated maximal shear stress field is centralized around the east Kunlun fault zone;the directions of the coseismic major principal stress are opposite to that of the background crustal stress field of the Qinghai-Xizang(Tibet)Plateau.It indicates that the earthquake relaxes the crustal stress state in the Qinghai-Xizang(Tibet)Plateau.Finally,we study the stress interaction between M_S8.1 earthquake and its intensive aftershocks.The calculated Coulomb stress changes of the M_S8.1 great earthquake are in favor of triggering 4 aftershocks. 展开更多
关键词 The ms8.1 kunlun mountains earthquake Coseismic displacement Coseismic stress Numerical simulation
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利用GPS数据探讨北天山东段现今地壳应变场演化特征--重新认识2016年呼图壁M_(S)6.2地震 被引量:2
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作者 纪凯 唐红涛 《地震工程学报》 CSCD 北大核心 2022年第4期879-889,895,共12页
利用2009—2011、2011—2013、2013—2015年GPS形变资料,借助最小二乘配置方法、位移与应变的偏导关系,计算获得北天山东部应变场的动态演化结果,重新认识北天山东段构造区的现今活动特征,探讨应变场三个周期空间分布特征与2016年呼图壁... 利用2009—2011、2011—2013、2013—2015年GPS形变资料,借助最小二乘配置方法、位移与应变的偏导关系,计算获得北天山东部应变场的动态演化结果,重新认识北天山东段构造区的现今活动特征,探讨应变场三个周期空间分布特征与2016年呼图壁6.2级地震的内部联系。结果表明:(1)区域地壳运动速率与应变场强度在时间上表现为“弱-强-弱”的变化特征,主应变率以NNW或NNE向的主压应变为主,第一、三周期N-S向主压应变较小,约(1~2)×10^(-8)/a,第二周期变化显著增强,约(1~6)×10^(-8)/a,第三周期滑动速率显示北天山东段呈“强[(2.2±0.4)mm/a]-弱(不明显)-强[(3.0±1.0)mm/a]”的右旋走滑特征;(2)地震可能更易发生在面应变率场等值线四象限中心区域或正、负过渡区的高密度梯度带内部,这可能是地震孕育过程中利用GPS资料观测到的形变前兆;(3)强震更易发生在剪应变率(最大剪应变率)的高值区或边缘区;(4)相对于面应变率与最大剪应变率等应变场物理量,主应变率更适用于在块体运动方向与性质上给出解释。 展开更多
关键词 北天山东段 应变场 呼图壁m_(s)6.2地震 震源机制解 等值线分布
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2019年9月16日张掖甘州M_(S)5.0地震震后总结 被引量:1
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作者 高曙德 《地震地磁观测与研究》 2021年第2期194-196,共3页
张掖甘州M_(S)5.0地震发生在祁连山地震带中西段,发震构造为祁连山北缘断裂(肃南-祁连段),震源机制结果表明,震源错动方式以逆冲为主,兼有少量走滑分量,断层面走向与祁连山北缘断裂构造基本一致。此次地震序列的最大余震为M_(L)3.9地震... 张掖甘州M_(S)5.0地震发生在祁连山地震带中西段,发震构造为祁连山北缘断裂(肃南-祁连段),震源机制结果表明,震源错动方式以逆冲为主,兼有少量走滑分量,断层面走向与祁连山北缘断裂构造基本一致。此次地震序列的最大余震为M_(L)3.9地震,与主震震级差为1.1,判定此次地震序列类型为主余型,序列与周围历史地震序列类型相符。此次地震发生前,祁连山地震带西段出现6项测震学异常和3项地球物理观测异常,而以上异常均为震前识别和提出。在测震学异常中,地震平静异常2项,空间异常1项,参数异常3项;在地球物理观测异常中,短期异常2项,为震中附近的高台钻孔应变和热红外异常,年度异常1项,为震中附近的肃南水管倾斜的形变异常。 展开更多
关键词 张掖甘州m_(s)5.0地震 地电阻率异常 地震预测 祁连山地震带发震紧迫性
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青海玛多“5·22”M_(S)7.4级地震的同震地表破裂特征、成因及意义 被引量:24
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作者 盖海龙 姚生海 +4 位作者 杨丽萍 亢太波 殷翔 陈庭 李鑫 《地质力学学报》 CSCD 北大核心 2021年第6期899-912,共14页
2021年5月22日2时4分在青海省果洛藏族州玛多县境内发生M_(S)7.4级地震,此次玛多M_(S)7.4级地震是2008年汶川M_(S)8.0级大地震之后中国震级最大的一次地震,及时查明其同震地表破裂展布及特征,对于正确认识发震构造和区域防震减灾具有重... 2021年5月22日2时4分在青海省果洛藏族州玛多县境内发生M_(S)7.4级地震,此次玛多M_(S)7.4级地震是2008年汶川M_(S)8.0级大地震之后中国震级最大的一次地震,及时查明其同震地表破裂展布及特征,对于正确认识发震构造和区域防震减灾具有重要意义。根据震后现场调查,结合高分辨率卫星遥感图像的解译分析、余震数据和典型地震地表破裂的无人机低空摄影测量等结果,初步获得了此次地震6处典型地震地表破裂的特征。结果发现:此次玛多地震的地表破裂主要沿已知的东昆仑断裂带的南侧分支断裂昆仑山口-江错断裂的东南段分布,分析表明其中的江错断裂应是此次地震的发震断层;同震破裂的西段总体走向275°~300°,主要表现为挤压鼓包和雁列式张裂隙的斜列组合,其中江错贡麻段至江多村段出现了明显的1.4~0.8 m的垂直位移,指示该段可能具有较明显的正断层成分;中部黄河乡段主要由一系列呈左阶斜列的北西向P剪切裂缝和右阶雁行排列的北东向张裂隙构成,走滑位移较小;而东段地表破裂出现了多个分支,其中北支昌马河段主要由一系列雁行排列的张裂隙组成,总体走向为260°,与断裂西段的走向明显不同;地震造成的最大左旋位移出现在西段的错尔加拉破裂段,约2.8 m,指示此次地震地表破裂带的走滑位移主要呈从西向东的单侧扩展-衰减特征。考虑到此次玛多地震出现在东昆仑主干断裂南侧的巴颜喀拉地块内部,表明该地块内部具有发生7级以上大地震的能力,因此,巴颜喀拉地块内部强震活动的孕震条件和机理应该是未来需要进一步关注的科学问题。 展开更多
关键词 玛多m_(s)7.4级地震 地震地表破裂 江错断裂 东昆仑断裂带 巴颜喀拉块体
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玛多M_(S)7.4地震地表破裂带与东昆仑断裂温泉的水文地球化学特征 被引量:7
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作者 路畅 周晓成 +3 位作者 李营 刘磊 颜玉聪 徐岳仁 《地震地质》 EI CSCD 北大核心 2021年第5期1101-1126,共26页
泉水与地震活动密切相关,断裂带内的泉水地下水可反映许多断裂内部的水-岩反应、构造活动等信息。2021年5月22日玛多县发生M_(S)7.4地震后1d,从本次地震形成的地表破裂带内仍然在喷砂冒水的点和东昆仑断裂内的温泉采集了21个水化学样品... 泉水与地震活动密切相关,断裂带内的泉水地下水可反映许多断裂内部的水-岩反应、构造活动等信息。2021年5月22日玛多县发生M_(S)7.4地震后1d,从本次地震形成的地表破裂带内仍然在喷砂冒水的点和东昆仑断裂内的温泉采集了21个水化学样品,以及4个震后喷砂冒水点中的砂土样品。文中分析了泉水及砂土的来源与特征,讨论了地表破裂带与东昆仑断裂附近泉水的差异性。结果表明:1)21个泉水的TDS范围为113.2~1264.6mg/L,水化学类型为Ca·Mg-HCO_(3)、Ca·Mg·Na-HCO_(3)、Ca-HCO_(3)、Na·Ca·Mg-HCO_(3)·Cl、Ca·Na·Mg-HCO_(3)·SO_(4)、Ca·Na·Mg-HCO_(3)·SO_(4)和Ca·Na-HCO_(3),水-岩反应程度弱。2)地表破裂带内靠近震中的泉水存在异常氢同位素值(δD=-59‰),且Na^(+)、Cl^(-)、SO^(2-)_(4)等离子出现高值。3)东昆仑断裂带附近泉水中的Li含量(最大值为2014μg/L)远大于地表破裂带周围的泉水中的含量(6.56~43.0μg/L);而地表破裂带周围泉水中的Pb、Ba、Cu、Zn等金属微量元素更富集。4)泉水的来源为大气降水,地表破裂带附近的泉水有周围水体混入,东昆仑断裂带内的温泉水循环深度大,断裂切割更深,有更多深部元素的补给。未来对东昆仑断裂内温泉水文地球化学开展监测与深入研究,对判断东昆仑断裂的地震危险性具有重要意义。文中在讨论震后水化学的响应以及巴颜喀拉中段水化学特征与来源的同时,也填补了区域内地下水背景场的空缺。 展开更多
关键词 水文地球化学 氢氧同位素 微量元素 东昆仑断裂 玛多m_(s)7.4地震
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