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1.
2001年昆仑山口西MS8.1地震经历了一个复杂的破裂过程,其破裂长、幅度大、破裂速度多变,成为大陆型地震研究的典型地震。本文融合近场高精度大地测量观测(4幅InSAR影像,34个GPS点位同震位移)和高信噪比远震波形记录,基于有限断层反演理论,联合反演得到该地震同震破裂时空过程的统一模型;同时,基于欧洲区域台网波形数据,利用反投影方法获得高频破裂的时空展布。联合反演结果表明,破裂自西向东传播的过程中走向有所变化,破裂尺度达400km,最大滑移量达8m,地震矩大小为6.1×1020Nm,对应的矩震级MW为7.78。主断层破裂经历了3个阶段,其中,超剪切破裂阶段对应最大位错区域,破裂到达西大滩段与昆仑山口断层交叉处时,破裂速度与尺度迅速下降。反投影结果同样显示破裂的3个阶段空间上对应大地测量反演的3个最大破裂区,最大破裂区的扩展速度达6km/s,但超剪切破裂终止在断层交叉口东部约30km处断层走向发生转变的位置。  相似文献   

2.
赵瑞斌  李军  向志勇  葛鸣  罗刚 《地震地质》2003,25(4):574-580
20 0 1年 11月 14日昆仑山口西 8.1级地震的地表破裂带 ,宏观上可明显分为东、西两段。野外考察表明 ,8.1级地震地表西破裂带分布于库水浣湖—太阳湖之间 ,总体走向为 2 85°~ 2 90° ,全长约 2 5km ,以左旋走滑为主。西破裂带具有典型的左旋走滑末端效应 ,该段西端位于库水浣湖以西的冲沟沟床中 ,破裂带总体走向由NWW向转为 2 4 0°方向 ,表现为一系列走向 30°~ 4 0°、长 5~ 15m不等的斜列张裂缝及走向NW -SE的挤压脊组合 ;东端位于太阳湖西岸阶地上 ,破裂带总体走向由 10 5°~110°转为N5 0°E左右 ,NE向构造张裂缝与NW向挤压脊交错排列 ,总体表现为棋盘格状 ,并在太阳湖边消失。分析认为 ,昆仑山口西 8.1级地震地表西破裂带为一独立的地震事件所形成的形变带 ,昆仑山口西 8.1级地震具有多点破裂的特征  相似文献   

3.
通过分析 2 0 0 1年昆仑山口西MS8.1地震前后的GPS资料和 1 979— 2 0 0 2年的水准测量资料 ,获得了地表同震位移场。利用这些同震位移数据 ,以震后详细野外地质调查破裂数据为约束 ,反演了破裂断层面上的同震滑动分布。结果表明 ,破裂下界深度为 1 4 .2~ 2 1km(70 %置信区间 ) ,最佳破裂深度 1 7km。虽然在太阳湖段和主破裂带西端的中间区域未观测到地表破裂 ,但反演的结果表明此区域存在 2~ 3m左右的左旋水平走滑 ,与InSAR资料分析得到的结果一致。地表以下的破裂西端止于太阳湖段 ,而东端似乎在地表破裂迹线以东 30km范围内仍存在 1 .5~ 2 .0m的左旋滑动。反演的垂直位移表明断层在东经 93°以西部分大体表现为南盘上升 ,而东经 93°以东部分表现为北盘上升。由大地测量和地表破裂调查得到的地震矩释放为 6 .1× 1 0 2 0 N·m ,与地震波资料的反演结果基本一致  相似文献   

4.
The temporal and spatial rupture process of the 14 November 2001 Kunlun Mountain Pass earthquake (KMPE) is obtained by inverting the high signal-to-noise-ratio P-waveform data of vertical components of 20 stations with epicentral distances less than 90°, which are of Global Digital Seismogragh Network (GDSN). The inverted results indicate that the KMPE consists of 3 sub-events. The rupture of the first sub-event initiated at the instrumental epicenter (35.97°N, 90.59°E) and then propagated both westwards and eastwards, extending 140 km westwards at the speed of 4.0 km/s and 80 km eastwards at the speed of 2.2 km/s, which appeared to be an asymmetrical bilateral rupture dominantly from east to west. This sub-event formed a 220-km-long fault. Fifty-two seconds after initiation of the first sub-event, at which time the first sub-event was not over but in its healing phase, the rupture of the second sub-event initiated 220 km west of the epicenter and propagated both westwards and eastwards, extending 50  相似文献   

5.
2001年昆仑山口西地震经历了一个相当复杂的破裂过程,迄今为止用不同资料、不同方法和模型得到的同震破裂发布具有很大差异.我们采用地震前后GPS和InSAR观测数据得到的同震位移反演该地震的同震破裂分布,检验各种可能的模型参数,得到在数据与平滑优化约束下尽可能详尽的结果.建模过程经历三个步骤:(1)采用直立断层模型反演,根据解的分辨率和拟合差的折中曲线得到最优平滑约束;(2)改变断层倾角,找到使得观测数据和正演计算拟合最好的断层倾角;(3)根据前面两步得到的最优平滑约束和断层倾角求得地震同震破裂分布.比起前人的研究结果,我们得到的地表走滑分量随断层分布与地质考察数据符合得更好.我们还发现形变沿断层两盘并不对称,断层南盘的位移比北盘大10%~20%.这种位移场的不对称性可以由倾角约为80°~81°的南倾断层所解释.我们首次用大地测量数据揭示了太阳湖断层东端和东昆仑主断层西端~50 km的左阶断层上吸收了0.1~0.2 m的正断层分量,昆仑山口断层段吸收了~0.8 m的逆冲分量.地震释放的总地震矩为9.3×1020 N·m, 对应于 Mw8.0的地震.  相似文献   

6.
蔡瑶瑶  张军龙 《地震》2018,38(3):58-65
东昆仑断裂带是青藏高原东北部一条重要的活动断裂, 构成了巴颜喀拉块体的北边界。 根据阿尼玛卿山两侧滑动速率和历史地震的差异, 将断裂带分为东西两个部分。 滑动速率由西向东递减, 近百年的历史地震产生的破裂基本覆盖了西部和东部的一部分。 随着巴颜喀拉块体周缘强震的持续发生, 作为块体北边界的东昆仑断裂带的地震空区及地震潜势研究变得更加重要。 近些年通过对东昆仑断裂带不同段的研究得到了较多的滑动速率和古地震序列数据, 为评价断裂带未来百年地震危险性提供了有利条件。 利用NB模型中的对数正态分布方法, 得到了东昆仑断裂带在未来100 a的发震概率, 研究表明, 东部(玛曲段)发震概率相对较高, 需要进一步关注。  相似文献   

7.
以震源机制类型划分汶川、玉树地震构造块体归属   总被引:11,自引:4,他引:7       下载免费PDF全文
2001年11月14日昆仑山口7.8级地震、2008年3月21日于田7.1级和5月12日的汶川7.9级地震,全部发生在青藏高原中部,构成新的地震活动组.昆仑山口和汶川地震分别位于巴颜喀拉活动地块的北部和东部边界,于田地震发生在该地块的西端.GPS的观测资料分析表明该块体整体向东运动.发生在块体不同部位的昆仑山口、于田和汶川3次大地震震源机制类型体现了巴颜喀拉块体活动力学的一致性.汶川主震和强余震发生之前,出现于田序列余震的强度和频度显著增高,进一步证实同一活动地块地震之间的内在联系.2010年4月14日玉树发生6.9 级地震,连同1996年11月19日的喀喇昆仑山口6.9 级地震和1997年11月18日玛尼7.5级地震,都发生在巴颜喀拉活动地块的南部边界上,震源机制表现为一致的左旋走向滑动,证实它们属于羌塘块体向东运动的结果.事实表明活动块体具有整体运动的性质,而整体运动也是两组各自3次大地震成组活动的原因.  相似文献   

8.
2001年11月14日新疆青海交界东昆仑山8.1级地震构造背景初探   总被引:10,自引:2,他引:10  
2 0 0 1年 11月 14日中国新疆青海交界昆仑山中的 8.1级地震发生在东昆仑断裂的西段。这是一条大型活动块体边界断裂。青藏高原东北部向东逃逸而产生左旋剪切运动使该断裂成为一条青藏高原北部强震密集带。这次地震震中在北西西向东昆仑断裂与北东东向次级断裂的交汇部位 ,破裂表现为自西向东单向扩展的特点  相似文献   

9.
The East Kunlun active fault zone, which lies in the valley of the Kunlun Mountains above an elevation of 4,000 meters, is an important active fault zone in the Northeast Qinghai-Xizang (Tibet) Plateau. The 1937, the Tosonhu lake M_S7.5 earthquake occurred in the eastern segment of the East Kunlun active fault zone. Four field investigations were launched on this seism in 1963, 1971, 1980, and between 1986 and 1990. However, due to different extents of the investigations, four different conclusions have been gained. Concerning the length aspect of the surface rupture zone of this earthquake, the unanimous consensus is that its eastern end lies in the west side of the main Ridge of the A'nyêmaqên Mountains, but opinions about the western end and the location of the macro-epicenter are different. Based on investigation and comprehensive study, a series of scientific problems like geometric and kinetic characteristics, the length of the rupture zone, the maximum sinistral horizontal displacement and the macro-epicenter were re-evaluated. We believe that the total length of this earthquake's surface deformation zone is at least 240km; the western end of the zone is at the west of Wusuwuwoguole; the maximum sinistral horizontal displacement is 8m to the west of Baerhalasha gully on the east side of Sanchakou; the maximum vertical displacement is 3.5m in the south of Sanchakou and the macro-epicenter is in Sanchakou.  相似文献   

10.
运用非连续变形分析法与三维有限元法相结合的方法,以GPS资料作为位移速率和震源机制的约束条件,通过数值模拟研究了青藏高原及其东侧邻区构造地块的运动、变形、相互作用及其与近30年来发生于该区的大地震之间的关系。研究中引入了以应力与摩擦强度的比值定义的断层“失稳危险度”,通过数值模拟计算得到了研究区地壳块体边界断层的失稳危险度分布。结果表明,失稳危险度高的地段与近期该区发生的MS≥7.0地震所在的位置基本一致,其中龙门山断裂带上包括汶川和芦山大地震的发震断层均为失稳危险度最高值地区。计算得到的应变率强度分布图显示,青藏高原东部边缘整条地带均为应变率强度的陡变带,特别是以龙门山断裂带上的陡变最为明显,其西侧应变率强度为东侧的近4倍,而且,这个带位于宽度相同、走向与龙门山断裂带走向相一致的高应变能密度带中,表明这两次大地震前,作为其发震断层的龙门山断裂带已积累了相当高的应变能,失稳危险度高,处于力学上的不稳定状态。模拟计算得到在上地壳层中,2001年昆仑山口西MS8.1地震引起汶川、芦山地震发震断层的库仑破裂应力增加约0.016 MPa,相当于龙门山断裂带约两年的应力积累,也就是说,使汶川、芦山地震发震断层的失稳破裂提前了约两年。 此外,关于2008年汶川MS8.0地震的模拟计算表明,汶川地震的发生也使包括芦山地震发震断层的龙门山断裂带西南段和东昆仑断裂带东南端的库仑破裂应力增大,应变能积累增强,这说明汶川MS8.0地震的发生对已处于失稳危险度较高状态的2013年芦山地震和2017年九寨沟地震发震断层的提前失稳破裂起到了促进作用。   相似文献   

11.
It is well known that the slip rate of Kunlun Fault descends at the east segment, but little known about the Awancang Fault and its role in strain partitioning with Kunlun Fault. Whether the sub-strand(Awancang Fault) can rupture simultaneously with Kunlun Fault remains unknown. Based on field investigations, aerial-photo morphological analysis, topographic surveys and 14C dating of alluvial surfaces, we used displaced terrace risers to estimate geological slip rates along the Awancang Fault, which lies on the western margin of the Ruoergai Basin and the eastern edge of the Tibetan plateau, the results indicate that the slip rate is 3mm/a in the middle Holocene, similar to the reduced value of the Kunlun Fault. The fault consists of two segments with strike N50° W, located at distance about 16km, and converged to single stand to the SE direction. Our results demonstrate that the Awancang fault zone is predominantly left-lateral with a small amount of northeast-verging thrust component. The slip rates decrease sharply about 4mm/a from west to east between the intersection zone of the Awancang Fault and Kunlun Fault. Together with our previous trenching results on the Kunlun Fault, the comparison with slip rates at the Kunlun fault zone suggests that the Awancang fault zone has an important role in strain partitioning for east extension of Kunlun Fault in eastern Tibet. At the same time, the 15km long surface rupture zone of the southeast segment was found at the Awancang Fault. By dating the latest faulted geomorphologic surface, the last event may be since the 1766±54 Cal a BP. Through analysis of the trench, there are four paleoearthquake events identified recurring in situ on the Awancang Fault and the latest event is since (850±30)a BP. The slip rate of the Awancang Fault is almost equivalent to the descending value of the eastern part of the east Kunlun Fault, which can well explain the slip rate decreasing of the eastern part of the east Kunlun Fault(the Maqin-Maqu segment)and the characteristics of the structure dynamics of the eastern edge of the Tibet Plateau. The falling slip rate gradient of the eastern Kunlun Fault corresponds to the geometric characteristic. It is the Awancang Fault, the strand of the East Kunlun Fault that accommodates the strain distribution of the eastward extension of the east Kunlun Fault. This study is helpful to seismic hazard assessment and understanding the deformation mechanism in eastern Tibet.  相似文献   

12.
东昆仑活动断裂带及其强震活动   总被引:17,自引:0,他引:17  
刘光勋 《中国地震》1996,12(2):119-126
本文在简述东昆仑活动断裂带的构造背景与演化历史的基础上,重点叙述了该活动断裂带的展布,几何结构,第四纪运动和强震活动等特征,指出,这是一条具有长期演化历史,深部构造背景和第四纪乃至全新强烈活动的断裂带。因而在我国大地构造演化,尤其在青藏高原隆起形成,占有重要地位,同时,它还是我国西部地区一条主要的强震活动构造带,根据现代强震活动记录和在全带新发现的多期全新世古地震及其地表破裂带,分析了大震在断裂带  相似文献   

13.
史保平  杨勇 《地震学报》2008,30(3):217-229
利用2001年昆仑山口西MS8.1地震现场观测所提供的地表破裂同震位移数据,使用简单滑移弱化破裂模型,估算了发震主断层上的破裂传播速度. 该模型中考虑了断层破裂时动摩擦过程中应力上调和下调机制对地震波辐射能量分配的影响. 对比Bouchon和Valleacute;e有关昆仑山口西地震主断层破裂传播速度超过剪切波速度,甚至达到P波速度的结果, 采用动摩擦应力下调时的滑移弱化模型 (分数应力降模型),结果表明,伴随较高的地震波辐射效率,主断层的平均破裂传播速度等于或小于瑞利波速度,这与许力生和陈运泰的体波反演结果,以及陈学忠震源应力场估算的结果是一致的. 最后,联系到由地表破裂现象所反映出的断层力学特征,如与视应力相关的分数应力降 (动摩擦应力下调), 基于滑移弱化模型, 讨论了可能的震源破裂机制.   相似文献   

14.
With co-seismic surface rupture slip displacements provided by the field observation for the 2001 MS8.1 West Kunlun Mountain Pass earthquake, this paper estimates the rupture speed on the main faulting segment with a long straight fault trace on the surface based on a simple slip-weakening rupture model, in which the frictional overshoot or undershoot are involved in consideration of energy partition during the earthquake faulting. In contrast to the study of Bouchon and Vallée, in which the rupture propagation along the main fault could exceed the local shear-wave speed, perhaps reach the P-wave speed on a certain section of fault, our results show that, under a slip-weakening assumption combined with a frictional undershoot (partial stress drop model), average rupture speed should be equal to or less than the Rayleigh wave speed with a high seismic radiation efficiency, which is consistent with the result derived by waveform inversion and the result estimated from source stress field. Associated with the surface rupture mechanism, such as partial stress drop (frictional undershoot) associated with the apparent stress, an alternative rupture mechanism based on the slip-weakening model has also been discussed.  相似文献   

15.
Introduction On November 14, 2001, a great earthquake occurred in the western Kunlun Mountain area(Figure 1). The original time is 09h26min10.0s (UTC); the hypocentral location is 35.95°N,90.54°E; focal depth is 10 km from USGS National Earthquake Information Center (NEIC);MS=8.1 from China Seismic Network and Mw=7.8 from Harvard and Earthquake Research Insti-tute (ERI), University of Tokyo. This earthquake, known as the western Kunlun Mountain earth-quake, is an extraord…  相似文献   

16.
李建军  张军龙  蔡瑶瑶 《地震》2017,37(1):103-111
东昆仑断裂带是青藏高原东北部一条重要的断裂, 具有明显的分段活动性。 现代在不同段发生过多次由东向西迁移的强震, 连接形成千余公里长的地表破裂带。 各段历史地震调查、 古地震、 复发周期和滑动速率等研究表明东昆仑断裂带存在两个地震空区, 其中玛曲段地震空区的危险性大, 最大潜在地震矩震级不小于7.5。  相似文献   

17.
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 M S=8.1 (M W=7.8) earthquake 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 second 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.  相似文献   

18.
南北地震带北段强震破裂空段的地震危险性研究   总被引:3,自引:1,他引:2       下载免费PDF全文
综合活动构造与重要活动断裂带的历史及现今强震震源区或破裂分布等资料,南北地震带北段存在长期缺少MSge;7.0地震的破裂空段.为了考察这些空段的地震危险性,首先采用Burgers体黏弹介质模型,计算周围有记载以来的历史强震在空段引起的库仑应力动态演化;其次结合背景地震发生率,采用Dieterich模型分析历史强震对空段地震活动的影响,讨论了空段所在区域的地震发生概率.结果显示,南北地震带北段强震破裂空段的地震危险性程度自高到低依次是:东昆仑活动断裂带东段的若尔盖——九寨沟段、六盘山断裂带中南段空段、香山——天景山段裂中南段同心空段、天祝——大靖空段、西秦岭北缘断裂带中西段、西秦岭北缘断裂带东段.该结果可为南北地震带北段的地震危险性估计提供参考.   相似文献   

19.
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 M S=8.1 (M W=7.8) earthquake 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 second 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. Foundation item: Joint Seismological Science Foundation of China (103066) and Foundation of the Seismic Pattern and Digital Seismic Data Application Research Office of Institute of Earthquake Science of the China Earthquake Administration.  相似文献   

20.
Introduction An earthquake of MS=7.8 occurred near the Gujarat of India on January 26, 2001, which was one of the most deadly earthquakes since there was the record in the Indian history (Bendick, et al, 2001; Gupta, et al, 2001). The USGS of USA determined the origin time of the earthquake to be 3h16min41s (UTC), and the epicenter location to be 70.32篍, 23.40篘. Shortly after the earthquake, the moment tensor solutions or focal mechanisms and other related parameters were offered by s…  相似文献   

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