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1.
In this paper, we analyze the crustal movements, strain field changes and large scale dynamic characteristics of horizontal deformation before the Wenchuan earthquake (M_S=8.0) using GPS data obtained from the Crustal Movement Observation Network of China. The following issues are discussed. First, the strain fields of the Longmenshan fault zone located at the epicenter show slow accumulation, because of the tectonic dynamics process subjected to the eastward movement of the Bayan Har block. Second, the different movements between the Longmenshan fault and South China block are smaller than the errors of GPS observation. Third, the high value of compressive strain (2004～2007) is located at the epicenter, which shows that the local squeezing action is stronger than before. Fourth, the data from GPS reference stations in the Chinese Mainland show that crustal shortening is faster than before in the north-eastern direction, which is part of the background of the local tectonic dynamics increase in the Longmenshan fault zone. 相似文献
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Based on Coulomb static stress variation, the stress trigging action of the Mani ( Ms7.9, Nov.1997) earthquake on the West Kuulun Mountains Pass (MsS.1, Nov. 2001 ) earthquake is researched. Results of different source mechanism resolutions show that a 10_3 MPa Coulomb stress due to the Mani earthquake was added to the fracture fault of the Kunlun earthquake, and this may shift the broken date to about 10 years earlier, and infer that the stress level in the crust is not low. Comparing the relationship between strong earthquake strength and frequency and earth rotation change, it is shown that the strength‘s decrease and the variation period‘ s shortening of earth rotation are important controlling factors on strong earthquake activity. This great event with Ms = 8.1 took place probably due to a gradual strengthening background of regional stress field within the Qinghai-Xizang block in the period of acceleration of change of day‘s length and stress triggering from the Mani earthquake. 相似文献
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《中国地震研究》1994,(3)
The earth-resistivity change recorded before the Jingtai earthquake(EQ).with Ms=6.2 at 11 geoelectric stations within 400 km of the EQ was discussed in this paper,and the following conclusions are made:1) imminent variations of earth-resistivity prior to the EQ were recorded at the Wuwei,Dingxi and Shandan stations immediately before the EQ;2) the recordability of the imminent variations at a station was related to the active deep faults and the strongly active faults inside and outside the focal zone,and to the causative stress field as well;3) the temporal and spatial characteristics of the earth-resistivity change immediately before the EQ showed that the EQ was probably induced by the NNW direction stress field(or by another one of similar direction)which was greatly increased during a short period immediately before the EQ and that the northern wall of the focal fault played a major role in the process of the EQ preparation and occurrence of the EQ. 相似文献
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Li Ying Zhao Weiming Ma Heqing 《中国地震研究》2005,19(2):192-200
INTRODUCTION Theseismicquiescencebeforelargeearthquakesisoneoftheprecursorsthatattractstheattention ofseismologistsworldwide.Mogi(1969)investigatedthisphenomenonfirst.Ohtake(1981),Wyss(1988)andSongJungao,etal.(1994)proceededwithstudiesinthisarea.Inthispap… 相似文献
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Liu Wei An Weiping Zhao XinpmgSetomological Bureau of Shanxi Province Taiyuan China 《中国地震研究》1994,(3)
In this paper,the basic conditions and characteristics of the Datong-Yanggao earthquake are described in detail.The type of the earthquake,the aftershock activity,the earthquake trend,the characteristics of damage are analyzed and discussed.This earthquake belongs to a sequence of earthquake swarm type and is of the concentratedly occurring characteristics of several main shocks in a time sequence,and the aftershock activity was normally attenuated.Because of the unreasonable design of buildings and repeated vibration by several destructive main shocks within a short period,the damage in the high intensity region was aggravated.The analysis and the prediction procedure of the 1991 Datong-Yanggao earthquake(Ms=5.8)are also briefly given. 相似文献
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To study the seismogeny process or the precursory behavior of the 1976Ms=7.0 Lijiang earthquake,we analyze the repeat gravity data with high precision from the Westem Yunnan Earthquake Prediction Experiment Area(WYEPEA)and the relted results of geology and geophysics survey in this paper.Considering the gross errors caused by observation data and model difference,we have firstly inverted the slip distribution of the main active faults with time based on the robust Bayesian least squares estimation and multi-fault dislocation model.The re-sults show that the slip changes of the faults with time from 1990to 1997obviously reflect the preparation process of the Lijiang earthquake.The images of main precursor mode have the characteristic of main shock-after shock type,which is agreement to the model of coupling movement tetween crust density and crust deformation(DD mode of coupling movement). 相似文献
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对1985年乌恰地震强余震(Ms=6.8)取得了加速度记录。由于仪器阻尼系统故障,使得部分记录失真。本文采用数字滤波方法对原始记录进行了滤波处理,恢复了加速度记录的真实性。 相似文献
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本对１９９７年２月２７日巴基斯坦地震（Ｍｓ＝７．３）进行了分析研究,该地震发生在巴鲁奇斯坦（Ｂａｌｕｃｈｉｓｔａｎ）省的剪切带内。１９９７年２月２７日至３月２２日记录的余震分布图,提出了破裂长度及破裂取向及破裂取向的第一手资料。破裂区范围为２２ｋｍ×１１０ｋｍ,在剪切带西部呈北西走向,与区域构造趋势一致。采用Ｋｉｋｕｃｈｉ Ｋａｎａｍｏｒｉ（１９９１）公式计算震源机制解,表明西北－南东向冲断层为 相似文献
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Wang Shuangxu 《中国地震研究》2005,19(3):259-268
INTRODUCTIONThe Qinghai_Xizang(Tibet)blockis praised as a“piston”in the earth dynamics systemof theChinese mainland,andis regarded asthe hotspot in geoscience study all along.The occurrence of theMS8·1strong earthquake on November14,2001,inside the Qin… 相似文献
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On Nov. 9, 1996 at 21h56min (Beijing Time), an earthquake of MS=6.1 occurred in offshore outside the Yangtze River Mouth (31o43￠N, 123o04￠E). The shock affected Shanghai City and both Jiangsu and Zhejiang Provinces in China mainly. The shock was felt more strongly in the Yangtze River Mouth and Hangzhou Bay area than in the rest of them, particularly in high buildings of Shanghai City. In addition, the earthquake was felt in South Korea and also stronger in apartments or high buildings. LIU, JIN (1998) and LIU, et al (1999) described effect of the shock on the eastern China. The paper describes the effect of the earthquake on South Korea and the whole intensity distribution in South Korea and eastern China. 相似文献
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2001年MS8.1昆仑山口西地震和2008年MS8.0汶川地震发生在同一构造单元,但其余震序列无论在个数、空间分布,还是持续时间上都表现了显著的差别.余震通常由主震区域内背景场地震活动性受到的扰动所引起,这样的扰动则来自于主震造成的应力场状态的变化.本文从滑移速率和状态相依赖的摩擦定律(Rate- and State-Dependent Friction Law)出发,结合区域主震前后的地震活动性资料,定量地估算了这两个大地震后余震序列可能的持续时间,并对不同模型所得的结果进行了比较和对比.结果表明,汶川地震余震持续时间约为昆仑山口西地震余震持续时间的20倍,这是由于昆仑山口西地震和汶川地震余震序列的个数和持续时间不仅与地震成核过程的状态变化有关,还与作用在断层面上的正应力 σN 和剪应力加载速率 τ· 的大小有关.主震前后剪应力速率 τ· 的差别导致了在相同大小应力扰动ΔCFS之后的余震的活动性变化率的明显不同,导致了所触发的余震的个数和余震序列的持续时间的巨大差别.通过对昆仑山口西地震和汶川地震余震序列的时空分布特征和持续时间的定量化认识,可以为地震灾害定量评估提供合理和有益的物理参数. 相似文献
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2010年4月14日青海省玉树藏族自治州发生MS7.1级地震.和传统的板内地震相比,玉树MS7.1级地震的余震具有数量少、震级大的特点.研究玉树地震主震与余震之间的关系,对于我们了解余震的发震机理具有十分重要的参考价值.本文利用弹性位错理论和分层岩石圈模型,计算玉树地震引起的同震及震后黏弹松弛应力场变化,讨论MS7.1级玉树地震对余震分布的影响以及与2011年囊谦MS5.2级地震之间的触发关系.结果显示,玉树地震导致了四处明显的库仑应力增强的扇区,2010年4月13日至6月17日的870次ML>1.0级余震主要分布于主震破裂面附近区域以及破裂面东北端的应力增强扇区.分析玉树地震对余震分布的影响时,有效摩擦系数以及计算深度的选取对计算结果的影响较小,是否考虑区域构造应力场的影响较大.考虑区域构造应力场时,占总数86.7%的余震位于库仑应力增强区,地震应力触发理论较好地解释了余震的分布.选取囊谦地震震源机制解的两个节面作为库仑应力计算中的接收断层参数,并且考虑不同黏滞系数下的玉树地震同震及震后黏弹松弛效应,模型计算结果均表明囊谦地震位于玉树地震所导致应力影区,仅依靠地震的静态、震后黏弹松弛应力触发理论,无法解释囊谦地震的发生,说明该次地震可能是一次独立的事件. 相似文献
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针对2010年4月14日玉树发生MS7.1地震,本文利用InSAR数据给出同震视线向位移确定出的发震断层空间展布,并以该同震位移为约束反演得到主震和最大余震的同震位错分布.结果表明,主震同震位错发生在东玉树断裂,最大余震同震位错发生在西玉树断裂东端;基于位错分布计算了同震库仑应力变化与西部余震集中区地震活动之间的关系,结果反映玉树主震后最为活跃的余震活动可能受控于近东西向的次级断层(走向约为85°),而非玉树主干断裂;玉树断裂带整体呈现为左旋走滑运动,但其具体断层运动形式表现出主干断裂典型走滑运动、走滑断裂间的拉张和逆冲性质的次级运动、次级断裂与主干断裂相互作用下更为复杂的多方向次级断层活动等等不同变形特征,而主震同震破裂与余震空间分布均与这些不同断层变形方式有着密切关系. 相似文献
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使用远场体波资料和有限断层方法快速反演获得了2013年4月12日芦山地震的震源破裂过程模型,并计算了震中区理论烈度分布.结果显示这次地震是发生在龙门山断裂带南端的一次Mw6.7级的逆冲型地震,最大滑动量159 cm,震中区烈度达Ⅷ-IX度(中国地震烈度表).这次地震的震源性质与汶川地震同为逆冲型破裂,主要破裂滑动发生在汶川地震后的库伦应力增加区域,表明汶川地震对这次地震有触发效应,在宏观上可视为汶川地震一次"迟到"的强余震. 相似文献
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1970年通海7.7级大地震强余震触发 总被引：6，自引：0，他引：6
1970年1月5日云南通海发生了MS7.7地震, 震后发生了多次MS＞5.0的强余震。 文中计算了1970年通海7.7级大地震后, 主震分别在5次强余震破裂面上诱发的库仑破裂应力变化(ΔCFS)。 结果表明, 有4次强余震发生在库仑破裂应力增加(ΔCFS＞0)的地区, 增加的范围为10-2～10-1 MPa; 有1次强余震按2种震源机制解结果给出的破裂面计算, 得到2种结果, 分别发生在库仑破裂应力变化为正和在库仑破裂应力变化为负的地区。 研究结果表明, 主震位错产生的库仑破裂应力变化可能是1970年通海7.7级大地震强余震活动的重要原因。 相似文献
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Samar Amini Roland Roberts Mohammad Raeesi Zaher Hossein Shomali Bjorn Lund Zoya Zarifi 《Journal of Seismology》2018,22(4):815-831
An intraplate earthquake doublet, with 11-min delay between the events, devastated the city of Varzeghan in northwestern Iran on August 11, 2012. The first Mw 6.5 strike-slip earthquake, which occurred after more than 200 years of low seismicity, was followed by an Mw 6.4 oblique thrust event at an epicentral separation of about 6 km. While the first event can be associated with a distinct surface rupture, the absence of a surface fault trace and no clear aftershock signature makes it challenging to identify the fault plane of the second event. We use teleseismic body wave inversion to deduce the slip distribution in the first event. Using both P and SH waves stabilize the inversion and we further constrain the result with the surface rupture extent and the aftershock distribution. The obtained slip pattern shows two distinct slip patches with dissimilar slip directions where aftershocks avoid high-slip areas. Using the estimated slip for the first event, we calculate the induced Coulomb stress change on the nodal planes of the second event and find a preference for higher Coulomb stress on the N-S nodal plane. Assuming a simple slip model for the second event, we estimate the combined Coulomb stress changes from the two events on the focal planes of the largest aftershocks. We find that 90% of the aftershocks show increased Coulomb stress on one of their nodal planes when the N-S plane of the second event is assumed to be the correct fault plane. 相似文献
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本文利用2015年尼泊尔MW7.9地震断层面滑动位移分布的运动学反演结果,通过傅里叶变换法得到了主断层面上的两分量应力状态,并研究了余震的空间分布和断层面上应力状态之间的关系.发现滑动位移分布与应力状态分布都相对较为集中,大约70%的余震分布在应力变化为正的区域,而其余发生在应力降区域的余震,又大多发生在应力变化梯度较大的地区.为了得到一个更符合实际的滑动模型来解释余震的触发机制,我们计算了波数域中滑动位移和应力状态的傅里叶谱,发现此次地震的滑动位移和应力状态近似满足k-3和k-2衰减.我们利用简化的圆盘模型说明了非均匀应力变化下的衰减过程,计算了圆盘模型的有效半径re约等于0.7倍的圆盘半径.这就说明圆盘模型中应力增加的部分应该占整个圆盘破裂面积的51%.在本次尼泊尔MW7.9地震实例中,断层面上应力状态为负的区域比滑动位移为正的区域有了明显地缩小.事实表明,余震可以发生在有滑动位移的区域,非均匀应力降模型比均匀应力降模型更加接近真实的震源破裂过程. 相似文献
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On October 27, 2001, a large earthquake with Ms6.0, named the Yongsheng earthquake, occurred along the Jinshajiang segment of Chenghai fault in Yongsheng County, Yuunan Province. It is the largest event to occur along the Chenghai fault in the last 200 years. The seismo-geological survey shows that the seismogenic fault, which is the Jinshajiang segment of Chenghal fault, takes left-lateral strike-slip as its dominant movement pattern. According to differences in vertical motion, motion time, landforms and scales, the Chenhai fault can be divided into eight segments. The Jinshajiang segment has a vertical dislocation rate of 0.4mm/a, far lower than the mean rate of the Chenghai fault, about 2.0 mm/a. It‘ s deduced that the two sides of Jinshajiang segment “stuck“ tightly and hindered the strike-slip of the Chenghai fault. The strong earthquake distribution before this event shows that the Jinshajiang segment was in the seismic gap. The Chenghai fault, as a boundary of tectonic sub-blocks, makes the Northwest Yunnan block and the Middle Yunnan block move clockwise, and their margins move oppositely along the Chenghai fault. In the motion process of the Chenghai fault, structural hindrance and the seismic gap of strong earthquakes are propitious to the concentration and accumulation of structure stress. As a result, the Yongsheng Ms6.0 earthquake occurred. The Sujiazhuang-Shangangfu segment is similar to the Jinshajiang segment with a low vertical motion rate of 0.3 mm/a and in the seismic gap. So it‘s postulated that the segment may become a new structure hindrance, and the Yongsheng Ms6.0 earthquake may trigger the occurrence of future large earthquakes along this segment. 相似文献