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1.
On May 12, 2008, a magnitude 7.9 earthquake ruptured the Longmenshan fault system in Sichuan Province, China, collapsing buildings and killing tens of thousands people. As predicted, aftershocks may last for at least one year, and moreover, large aftershocks are likely to occur. Therefore, it is critical to outline the areas with potential aftershocks before reconstruction and re-settling people as to avoid future disasters. It is demonstrated that the redistribution of stress induced by an earthquake should trigger successive seismic activity. Based on static stress triggering theory, we calculated the coseismic stress changes on major faults induced by the Wenchuan earthquake, with elastic dislocation theory and the multilayered crustal model. We also discuss the stress distribution and its significance for future seismic activity under the impact of the Wenchuan earthquake. It is shown that coulomb failure stress (CFS) increases obviously on the Daofu-Kangding segment of the Xianshuihe Fault, the Maqu and Nanping segment of the Eastern Kunlun Fault, the Qingchuan Fault, southern segment of the Minjiang Fault, Pengxian-Guanxian Fault, Jiangyou-Guangyuan Fault, and Jiangyou-Guanxian Fault. The increased stress raises the probability of earthquake occurrence on these faults. Since these areas are highly populated, earthquake monitoring and early disaster alarm system are needed. CFS increases with a magnitude of 0.03–0.06 MPa on the Qingchuan Fault, which is close to the northern end of the rapture of Wenchuan earthquake. The occurrence of some strong aftershocks, including three events with magnitude higher than 5.0, indicates that the seismic activities have been triggered by the main shock. Aftershocks seem to migrate northwards. Since the CFS change on the Lueyang-Mianxian Fault located on the NEE of the Qingchuan Fault is rather small (±0.01 MPa), the migration of aftershocks might be terminated in the area near Hanzhong City. The CFS change on the western Qinling Fault is around 10 Pa, and the impact of static triggering can be neglected. The increment of CFS on the Pengxian-Guanxian Fault and Beichuan-Yingxiu Fault southwest to the main rupture is 0.005–0.015 MPa, which would facilitate earthquake triggering in these areas. Very few aftershocks in these areas indicate that the accumulated stress has not been released sufficiently. High seismic risk is predicated in these areas due to co-seismic CFS loading. The Wenchuan earthquake released the accumulated CFS on the Fubianhe Fault, the Huya Fault, the Ha’nan-Qingshanwan Fault, and the Diebu-Bailongjiang Fault. The decrement of CFS changes on the Longquanshan Fault east to Chengdu City is about 0.002 MPa. The seismic activity will be depressed by decrement of CFS on these faults. Supported by Knowledge Innovation Program of Chinese Academy of Sciences (Grant No. KZCX-SW-153), National Natural Science Foundation of China (Grant Nos. 40574011 and 40474028)  相似文献   

2.
熊维  谭凯  刘刚  乔学军  聂兆生 《地球物理学报》2015,58(11):4305-4316
2015年尼泊尔MW7.9地震重烈度区从震中向东延伸,致灾范围包括尼泊尔、印度北部、巴基斯坦、孟加拉和中国藏南地区,其应力调整对邻区和周边活动断裂可能产生重要影响.本文基于地震应力触发理论,采用岩石圈地壳分层黏弹性位错模型,计算了尼泊尔MW7.9地震引起的周边断裂,特别是青藏高原活动断裂的同震和震后库仑应力变化.结果显示,尼泊尔地震同震效应引起大部分震区库仑应力升高,余震主要分布在最大同震滑动等值线外部库仑应力升高区域;少量余震靠近最大滑动量区域,可能该区域积累的地震能量在主震期间没有完全释放.尼泊尔地震同震库仑应力对青藏高原,特别是中尼边境区域活动断裂有一定影响.亚东—谷露地堑南段、北喜马拉雅断裂西段、当惹雍错—定日断裂和甲岗—定结断裂同震库仑应力升高,其中当惹雍错—定日断裂南端,北喜马拉雅断裂西段同震库仑应力变化峰值超过0.01 MPa;帕龙错断裂、班公错断裂、改则—洞措断裂库仑应力降低,其地震发生概率有所降低.震后应力影响方面,未来40年内黏弹性松弛作用导致北喜马拉雅断裂、改则—洞措断裂和喀喇昆仑断裂整体应力卸载;藏南一系列正断层震后应力持续上升,其中帕龙错断裂南段受到震后黏弹性库仑应力影响,由应力阴影区逐渐转化为应力增强区,当惹雍错—定日断裂南段应力进一步加强,震后40年其南端应力变化峰值达到0.1345 MPa,亚东—谷露断裂南段应力亦持续增强.藏南正断层的地震活动性值得进一步关注.  相似文献   

3.
2015年4 月25 日尼泊尔MW7.8特大地震发生在喜马拉雅山南麓, 震源机制解表明该地震为低角度逆冲型地震.通过收集地震区的活动构造研究资料、卫星影像解释和野外实地考察,认为尼泊尔MW7.8地震区地表分布三条主要的逆冲断裂,由北向南分别为喜马拉雅主中央断裂(MCT)、喜马拉雅主边界断裂(MBT)和喜马拉雅主前缘断裂(MFT).主边界断裂和主前缘断裂为晚更新世以来的活动断裂,但至今为止也没有发现喜马拉雅主中央断裂晚第四纪活动的依据.野外调查未发现尼泊尔MW7.8地震在喜马拉雅山南麓的主要断裂上形成地震地表破裂带.喜马拉雅山南麓的构造特征为薄皮构造,表现为浅部陡倾断坡-深部缓倾断坪(7°左右)-深部断坡(11°左右)的构造样式.深部断坡-断坪又称为主喜马拉雅断裂(MHT),其中的深部断坡是尼泊尔地震主震(MW7.8)和最大余震(MW7.3)的发震构造.余震大致沿北西向的高喜马拉雅山前缘呈条带状分布,主要分布在低喜马拉雅山区内.剖面上,余震大致分布在主喜马拉雅断裂的上盘推覆体内,推测尼泊尔MW7.8地震时深部断坡发生错动,其地震位移沿深部断坡-断坪向南传播引起上盘的褶皱带缩短变形,进而触发低喜马拉雅和次喜马拉雅褶皱带内产生次级破裂从而产生余震.  相似文献   

4.
鲜水河断裂带断层间相互作用的触震与缓震效应   总被引:14,自引:0,他引:14       下载免费PDF全文
探讨了断层间相互作用产生的同震库仑应力改变及对地震的触发与延缓效应,并以鲜水河断裂带不同断裂段时间上连续发生的4次MS6.0以上地震为例,计算和分析了每次地震发生后,在周围其它断裂上产生的同震库仑应力改变及其对后续地震的触发,以及1973年炉霍MS7.6地震和1981年道孚MS6.9地震发生后,在其周围最易破坏失稳的微破裂上产生的同震库仑应力改变及对余震活动的影响.在其它条件保持不变的情况下,将这4次地震的累积触震与缓震效应加以定量考虑,对鲜水河断裂带各断裂段的地震潜势进行了重新计算,并与已有预测结果进行对比分析,检验和评估了鲜水河断裂带断层间相互作用触震与缓震效应的重要性.结果表明:鲜水河断裂带每次地震都发生于受其先前发生的地震影响而产生同震库仑应力增加的断裂段上,不同断层间相互作用的触震和缓震效应导致地震复发概率的改变可高达30.5%以上, 主震后的余震大多发生于同震库仑应力增加较高的微破裂上.   相似文献   

5.
利用精河M_W6.3地震有限断层破裂模型,计算了精河地震产生的位移场、应力场、周围主要断层上的静态库仑应力变化以及主震对余震的触发作用。结果表明:(1)精河地震产生的地表隆升最大值约为6.6cm,沉降最大值约为1.8cm;水平位移方向呈现震中南北侧向震中汇聚、震中东西侧向外"流出"的特点。(2)精河地震产生的水平面应力场展布南北侧物质主要受到指向震中的拉张力作用,东西两侧物质主要受到因震中过剩物质东西向排出而导致的东西向挤压力作用。(3)震中西侧距震中约20km的库松木契克山前断裂中段和震中东北部距震中约50km的四棵树-古尔图南断裂西段的库仑应力加载均大于0.01MPa,即2处为地震危险区。(4)在震源深度为8~12km的余震事件中,约有85.5%处于库仑应力加载区,即受到主震的的触发作用;在深度为4~8km的余震事件中,约有87%受到主震的应力触发作用。  相似文献   

6.
张广伟  雷建设 《地球物理学报》2015,58(11):4298-4304
本研究利用西藏台网记录的波形数据,采用gCAP方法反演了2015年4月25日尼泊尔MS8.1大震5次中等余震(5.0≤MS≤6.5)及西藏定日MS5.9地震震源机制解.结果显示,6次地震包含2个正断、2个走滑及2个逆冲型地震.其中2个正断型地震位于主震的东北方向,即发震断层的上盘,表明该区域受到主震同震位移的影响,表现出应力拉张的变化特征;2个走滑型地震在主震破裂的东南方向上,说明随着破裂往东南方向延伸,余震的走滑分量增强;另外2个逆冲型地震位于5月12日MS7.5强余震区域,与MS7.5地震的滑移状态一致,可能与主震同震位移引起该区域处于应力挤压状态密切相关.这些结果表明,尼泊尔MS8.1主震发生后,由于同震位移的影响,不同区域处于不同的应力状态,从而使中等余震表现出不同的震源类型.  相似文献   

7.
南汀河断裂带是滇西南块体内部的一条左旋走滑断裂带,几乎横切整个块体,总长度达380km,是块体内NE向断裂中最长的一条,也是次级块体的边界断裂.南汀河断裂带晚第四纪活动性非常强烈,但仅南段在1941年记录到一次约7级的地震,其余段落还没有5级以上地震的记录,目前可能正处于应力积累和孕震阶段.2014年10月7日发生的景谷MS6.6地震位于断裂带南东约94km,其地震烈度等震线长轴与余震皆呈北西展布,指向南汀河断裂带.为了解景谷地震对周边构造特别是南汀河断裂带的影响,本文通过数值模拟方法计算了地震触发的同震静态库仑应力变化.利用两种同震滑动分布模型计算获得的结果显示,景谷地震对震中附近的断裂,如澜沧江断裂和景谷断裂影响较大,局部应力增加可达90kPa;对较远的断裂,如南汀河断裂带、龙陵—澜沧断裂带和无量山断裂带的影响较小,应力变化值均小于10kPa.通过设置不同断层参数进一步计算,南汀河断裂带北段两支断裂断层面上的静态库仑应力扰动呈半圆形分布,应力增加的最大值位于24.15°N附近的地表,沿断层的走向和深度都逐渐减小.其中西支断裂上应力变化最大值为0.89kPa,东支断裂上为1.18kPa.此外,在南汀河断裂带北段的古地震研究结果显示,该断裂段全新世以来发生过产生地表破裂的大地震,震级应当不低于7级.放射性碳测年将该次古地震事件的发震时间限定在900—1480AD,离逝时间为535—1115年.结合古地震事件的离逝时间和断裂带的滑动速率,本文计算得到南汀河断裂带北段已经积累的水平滑动量为2.8+1.5/-1.0m,进一步利用滑动量与震级的经验公式可估算出该断裂段目前积累的滑动量如果完全释放将会产生一个7.5+0.1/-0.2级的地震.虽然景谷地震在南汀河断裂带上触发的静态库仑应力变化值表明,该地震可能不会引起南汀河断裂带地震危险性的突变,但仍起到一定的加速作用.再考虑到断裂带北段目前已经积累了约7.5级地震所需的能量,该断裂段在未来具有较高的地震危险性.  相似文献   

8.
苏门答腊地区发育多条左旋走滑性质断层,地震活动活跃.2006年3月2日该区西南海域发生了MS7.8大地震.大地震的发生常常会引发区域位移场和应力场及周围断层应力状态发生变化.本文建立全球PREM有限元地球模型,据已有的断层滑动模型计算了此次苏门答腊地震引发的同震位移和应力及库仑应力变化,并进一步讨论了此次地震对周围断层的影响以及区域构造应力场对库仑应力变化计算的影响.初步结果表明此次苏门答腊MS7.8地震造成较大的南北向水平位移且集中在探测者破裂区(Investigator Fracture Zone),最大水平位移量约6.74 m,断层倾角接近垂直,下盘向北运动而上盘向南,进一步表明MS7.8地震为典型的左旋走滑为主的地震,发生海啸的可能性较低;库仑应力变化达MPa量级的区域集中在震中,但近场大部分余震分布在库仑应力减小区域,有效摩擦系数变化和区域构造应力场的耦合作用可能是其原因;利用改进的库仑应力变化计算方法和最优破裂方向计算得出的结果显示库仑应力触发理论可较好地解释余震分布.  相似文献   

9.
采用双差定位方法对2019年1月1日至2019年10月20日期间四川区域台网记录到的地震进行重定位,得到7 030个重定位事件,并获得了四川长宁MS6.0地震序列较准确的空间分布,并据此计算了震后长宁震源区的平均b值,分析了地震序列的活动性;利用近震全波形拟合方法获得了主震及4次MS≥5.0地震的震源机制解和矩心深度,初步分析了本次地震序列的发震构造,获得如下主要结果:① 四川长宁余震序列呈NW?SE向分布,余震深度分布整体呈现出西深东浅的趋势,且西部地区地震的频度远远高于东部地区;② b值空间分布显示,震后长宁地区呈现出明显的挤压构造环境;③ 主震和4次震级较大余震的矩心深度均较浅,尽管均为逆冲型为主的地震事件,但破裂面走向有所差异;④ 推测主震及中强余震是长宁背斜地区既有断裂或者同震过程中所产生的新生断层长期受到外力挤压而错断所致。   相似文献   

10.
本实验研究了地壳内对压组合构造和对张组合构造中垂断层蠕滑,破裂错动时对主震断层(底断层)应力积累过程的影响,并结合实际地震活动中的一些现象进行了讨论。所得结论如下: 1.当垂断层蠕滑时,对压组合构造中垂直于底断层的压应力增大,它可以延迟主震发生但增大发震的能量;对张组合构造中垂直于底断层的压应力减小,剪应力略有增大,因而可以促使主震发生。2.如果垂断层某一部分为原来锁住的愈合断层或为完整介质,当其突然破裂错动时,可以使对张组合构造中的底断层的剪应力突然增大,同时压应力减小,因此前震序列中这类垂断层上的较大前震可看作底断层上主震即将来临的信号。3.由垂断层破裂前后单轴压力不变和位移不变的实验结果说明了地壳中主震断层应力集中的过程。4.底断层的主震破裂可以使处于引张状态的垂断层上余震发育甚至发生强余震。本文还应用实验结果对前震活动的条带现象进行了解释,这将有助于判定对压组合构造中主震的断层面。  相似文献   

11.
杨萍  张辉  冯建刚 《地震工程学报》2017,39(1):150-153,185
采用CAP(Cut and Paste)方法反演了2015年11月23日青海祁连MS5.2主震的震源机制解,其最佳双力偶解:节面Ⅰ走向109°、倾角58°、滑动角21°,节面Ⅱ走向8°、倾角72°、滑动角146°,矩震级MW5.16,矩心震源深度约为9 km。结合震区的活动构造,判定发震断层面为节面Ⅰ,推测托勒山北缘活动断裂中段为此次地震的发震断裂。  相似文献   

12.
使用横波分裂系统分析方法(SAM), 对2014年5月30日盈江MS6.1地震震区内多个近场流动台站记录到的大量波形数据进行横波分裂研究. 研究结果表明, 盈江MS6.1地震序列的快S波偏振方向为近NS向, 与区域主压应力方向一致. 主震发生后, 由于震源区应力状态的调整, 卡场台(KAC)快S波偏振方向发生逆时针偏转, 勐弄台(MNO)快S波偏振方向离散度减小, 并且由于受到研究区内断裂的影响, MNO台偏振方向较KAC台偏振方向更加离散. KAC台和MNO台的慢S波时间延迟均表现出主震发生前短时间内突然减小, 震后逐渐增大的变化特征, 这意味着临震前震源区地壳应力的释放和震后地壳应力的增强, 预示了后续余震的持续发生. 地震序列时间延迟平均滑动曲线起伏振荡, 表明了余震的发生伴随着震源区地壳应力的不断调整.   相似文献   

13.
The coseismic Coulomb stress change caused by fault interaction and its influences on the triggering and delaying of earthquake are briefly discussed.The Xianshuihe fault belt consists of Luhuo,Daofu,Kangding,Qianning and Ganzi fault.Luohuo(Ms=7.6,1973)-Kangding(Ms=6.2,1975)-Daofu(Ms=6.9,1981)-Ms=6.0,1982)earthquake is a seismic sequence continuous on the time axis with magnitude greater than6.0.They occurred on the Luhuo.Kangding,Daofu and Ganzi fault,respectively.The coseismic Coulomb stress changes caused by each earthquake on its surrounding major faults and microcracks are calculated,and their effects on the triggering and delaying of the next earthquake and aftershocks are analyzed.It is shown that each earthquake of the sequence occurred on the fault segment with coseismic Coulomb stress increases caused by its predecessors,and most after-shocks are distributed along the microcracks with relatively larger coseismic Coulomb stress increases resulted from the main shock.With the fault interaction considered,the seismic potential of each segment along Xianshuihe fault belt is reassessed,and contrasted with those predicted results ignoring coseismic Coulomb stress change,the significance of fault interaction and its effect on triggering and delaying of earthquake are emphasized.It is con-cluded that fault interaction plays a very important role on seismic potential of Xianshuihe fault belt,and the maximal change of future earthquake probability on fault segment is up to 30.5%.  相似文献   

14.
The Al Hoceima Mw 6.4 earthquake of 24 February 2004 that occurred in the eastern Rif region of Morocco already hit by a large event in May 1994 (Mw 5.9) has been followed by numerous aftershocks in the months following the event. The aftershock sequence has been monitored by a temporary network of 17 autonomous seismic stations during 15 days (28 March–10 April) in addition to 5 permanent stations of the Moroccan seismic network (CNRST, SPG, Rabat). This network allowed locating accurately about 650 aftershocks that are aligned in two directions, about N10-20E and N110-120E, in rough agreement with the two nodal planes of the focal mechanism (Harvard). The aftershock alignments are long enough, about 20 km or more, to correspond both to the main rupture plane. To further constrain the source of the earthquake main shock and aftershocks (mb > 3.5) have been relocated thanks to regional seismic data from Morocco and Spain. While the main shock is located at the intersection of the aftershock clouds, most of the aftershocks are aligned along the N10-20E direction. This direction together with normal sinistral slip implied by the focal mechanism is similar with the direction and mechanisms of active faults in the region, particularly the N10E Trougout oblique normal fault. Indeed, the Al Hoceima region is dominated by an approximate ENE-SSW direction of extension, with oblique normal faults. Three major 10–30 km-long faults, oriented NNE-SSW to NW-SE are particularly clear in the morphology, the Ajdir and Trougout faults, west and east of the Al Hoceima basin, respectively, and the NS Rouadi fault 20 km to the west. These faults show clear evidence of recent vertical displacements during the late Quaternary such as uplifted alluvial terraces along Oued Rihs, offset fan surfaces by the Rouadi fault and also uplifted and tilted abandoned marine terraces on both sides of the Al Hoceima bay.However, the N20E direction is in contrast with seismic sources identified from geodetic inversions, which favour but not exclusively the N110-120E rupture directions, suggesting that the 1994 and 2004 events occurred on conjugate faults. In any event, the recent seismicity is thus concentrated on sinistral N10-20E or N110-120E dextral strike-slip faults, which surface expressions remain hidden below the 3–5 km-thick Rif nappes, as shown by the tomographic images build from the aftershock sequence and the concentration of the seismicity below 3 km. These observations may suggest that strain decoupling between the thrusted cover and the underlying bedrock and highlights the difficulty to determine the source properties of moderate events with blind faults even in the case of good quality recorded data.  相似文献   

15.
The 26th April 1986 Dharamsala earthquake (mb 5.5) occurred in the Kangra region of Himachal Himalaya, which lies in the rupture zone of great Kangra earthquake of 1905. This was the first moderate sized earthquake to be recorded at a few sites of the strong ground motion array in the NW Himalaya. The accelerograms of this earthquake have been used to estimate its source parameters, site amplification functions and to estimate the effective shear wave attenuation factor Qβ in the frontal region of Himachal Himalaya. A double couple fault plane solution for the earthquake has been obtained based on the spectra of the transverse component of the accelerograms. The estimated values of the source parameters are seismic moment: 2.1×1024 dyne-cm, static stress drop (Δσ): 36 bars, source radius (r): 2.8 km and moment magnitude (Mw): 5.4. The estimated average values of effective shear wave attenuation factor Qβ for various sites are in the range of 125 to 300 with an overall spatial average of 239. The influence of local site effects on the observed PGA values have been examined on the basis of site amplification functions.  相似文献   

16.
On Aug. 3rd, 2014, a MS6.5 earthquake struck Ludian County, Yunnan Province. It is a typical left-lateral strike-slip event. With the purpose of understanding the influence of the Ludian earthquake, this paper firstly calculates the co-seismic Coulomb failure stress changes of the mainshock with the employment of the finite dislocation source model inversed by other researchers and studies the triggering effect to the aftershocks within a month. We find that 82.43% of the aftershocks are located in the Coulomb stress increasing area(ΔCFS>0.01MPa), therefore, most of the aftershocks are triggered by the mainshock. Then, regarding the surrounding active faults as the receive faults, the Coulomb stress changes of the mainshock are calculated to investigate the impact on the faults nearby. The result shows that only the northeast end of the west branch and northeast part of the east branch of Zhaotong-Ludian faults have been brought to failure. However, the other faults such as Daliangshan Fault, Lianfeng Fault, Zemuhe Fault, Xiaojiang Fault and Mabian-Yanjin Fault are unloaded after the Luidian event, so the possibility of future earthquake is decreased around these faults. Besides, when the optimal failure plane is chosen as the receive fault of the Coulomb stress changes, the Ludian earthquake always has good triggering effect to the aftershocks no matter which source models and effective friction coefficients are chosen.  相似文献   

17.
A strong earthquake with magnitude MS6.2 hit Hutubi, Xinjiang at 13:15:03 on December 8th, 2016(Beijing Time). In order to better understand its mechanism, we performed centroid moment tensor inversion using the broadband waveform data recorded at stations from the Xinjiang regional seismic network by employing gCAP method. The best double couple solution of the MS6.2 mainshock on December 8th, 2016 estimated from local and near-regional waveforms is strike:271°, dip:64ånd rake:90° for nodal plane I, and strike:91°, dip:26ånd rake:90°for nodal plane Ⅱ; the centroid depth is about 21km and the moment magnitude(MW)is 5.9. ISO, CLVD and DC, the full moment tensor, of the earthquake accounted for 0.049%, 0.156% and 99.795%, respectively. The share of non-double couple component is merely 0.205%. This indicates that the earthquake is of double-couple fault mode, a typical tectonic earthquake featuring a thrust-type earthquake of squeezing property.The double difference(HypoDD)technique provided good opportunities for a comparative study of spatio-temporal properties and evolution of the aftershock sequences, and the earthquake relocation was done using HypoDD method. 486 aftershocks are relocated accurately and 327 events are obtained, whose residual of the RMS is 0.19, and the standard deviations along the direction of longitude, latitude and depth are 0.57km, 0.6km and 1.07km respectively. The result reveals that the aftershocks sequence is mainly distributed along the southern marginal fault of the Junggar Basin, extending about 35km to the NWW direction as a whole; the focal depths are above 20km for most of earthquakes, while the main shock and the biggest aftershock are deeper than others. The depth profile shows a relatively steep dip angle of the seismogenic fault plane, and the aftershocks dipping northward. Based on the spatial and temporal distribution features of the aftershocks, it is considered that the seismogenic fault plane may be the nodal plane I and the dip angle is about 271°. The structure of the Hutubi earthquake area is extremely complicated. The existing geological structure research results show that the combination zone between the northern Tianshan and the Junggar Basin presents typical intracontinental active tectonic features. There are numerous thrust fold structures, which are characterized by anticlines and reverse faults parallel to the mountains formed during the multi-stage Cenozoic period. The structural deformation shows the deformation characteristics of longitudinal zoning, lateral segmentation and vertical stratification. The ground geological survey and the tectonic interpretation of the seismic data show that the recoil faults are developed near the source area of the Hutubi earthquake, and the recoil faults related to the anticline are all blind thrust faults. The deep reflection seismic profile shows that there are several listric reverse faults dipping southward near the study area, corresponding to the active hidden reverse faults; At the leading edge of the nappe, there are complex fault and fold structures, which, in this area, are the compressional triangular zone, tilted structure and northward bedding backthrust formation. Integrating with geological survey and seismic deep soundings, the seismogenic fault of the MS6.2 earthquake is classified as a typical blind reverse fault with the opposite direction close to the southern marginal fault of the Junggar Basin, which is caused by the fact that the main fault is reversed by a strong push to the front during the process of thrust slip. Moreover, the Manas earthquake in 1906 also occurred near the southern marginal fault in Junggar, and the seismogenic mechanism was a blind fault. This suggests that there are some hidden thrust fault systems in the piedmont area of the northern Tianshan Mountains. These faults are controlled by active faults in the deep and contain multiple sets of active faults.  相似文献   

18.
The Kachchh province of Western India is a major seismic domain in an intraplate set-up. This seismic zone is located in a rift basin, which was developed during the early Jurassic break-up of the Gondwanaland. The crustal strain determined from the GPS velocity data of post-seismic time period following the 2001 Bhuj earthquake indicates a maximum strain rate of ∼266 × 10−9 per year along N013°. Focal mechanism solutions of the main event of 26 January 2001 and the aftershocks show that the maximum principal stress axis is close to this high strain direction. Maximum shear strain rate determined from the GPS data of the area has similar orientation. The unusually high strain rate is comparable in magnitude to the continental rift systems. The partitioning of the regional NE–SW horizontal stress (SHmax) by the pre-existing EW-striking boundary fault developed the strike–slip components parallel to the regional faults, the normal components perpendicular to the faults, NE-striking conjugate Riedel shear fractures and tension fractures. The partitioned normal component of the stress is considered to be the major cause for compression across the regional EW faults and development of the second-order conjugate shear fractures striking NE–SW and NW–SE. The NE-striking transverse faults parallel to the anti-Riedel shear planes have become critical under these conditions. These anti-Riedel planes are interpreted to be critical for the seismicity of the Kachchh region. The high strain rate in this area of low to moderate surface heat flow is responsible for deeper position of the brittle–ductile transition and development of deep seated seismic events in this intraplate region.  相似文献   

19.
The Doroud segment of the Main Recent Fault (“MRF”) is studied by installing a local seismic network of 35 short-period stations for a period of 13 weeks from 21 June 2007 to 19 September 2007 in the Silakhur region of the Zagros continental collision zone, close to the epicenter of the 31 March 2006 Silakhur earthquake (M w  ∼ 6.1). Our seismic network also covers the Qale-Hatam and Vanaei segments of the MRF and part of the Nahavand fault. We investigate the geometry and mechanism of the causative fault(s) of the 2006 Silakhur earthquake using aftershocks recorded by the dense local network. Most of the aftershocks in this region are located at a depth of 4–11 km, shallower depth than usual for other seismic zones in the Zagros. The distribution of the aftershocks along the course of the river indicates that older faults in the Silakhur region have been activated during the 2006 earthquake and only a few aftershocks have occurred on the Doroud fault. Tensional and compressional components in the northern part of the Doroud fault are interpreted as a pull-apart basin which has been activated by the right-lateral strike-slip movement of the Doroud fault.  相似文献   

20.
缪淼  朱守彪 《地震学报》2013,35(5):619-631
2013年4月20日芦山MS7.0地震发生在龙门山断裂带的西南段,距2008年汶川MS8.0地震仅约85km,时间上仅相隔5年.首先计算了汶川地震的静态库仑应力变化对本次芦山地震的影响,得出芦山地震是由汶川地震触发造成的(库仑应力上升了0.012 MPa);进一步计算了芦山地震与汶川地震这两次大地震共同产生的静态库仑应力变化.结果表明,芦山地震的余震受前面两次大地震的共同影响,而不仅仅是芦山地震单独作用的结果,超过85%的余震发生在两次地震共同产生的静态库仑应力变化增大的地方,而芦山地震本身触发不了本次的余震序列(仅48.7%的余震位于主震所产生的应力加载区).此外,计算结果表明芦山地震本身对周边断层影响较小,仅龙门山断裂带的东北段受到一定的加载作用;而由于汶川地震的作用,安宁河断裂、大凉山断裂、马尔康断裂、岷江断裂和虎牙断裂呈卸载趋势,仅鲜水河断裂东南段和龙门山断裂中段受到加载作用,这均会加速断层上新地震的发生.  相似文献   

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