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1.
计算了2001年1月至2018年9月鄂尔多斯块体西南缘地区(33°—38°N,103°—109°E)ML≥3.0地震的震源机制,分析了该区域震源机制解特征,在此基础上,采用平均矩张量技术反演了该区域的构造应力场特征。结果表明,研究区震源机制类型以走滑型和逆冲型为主,其空间分布基本与区域构造动力背景和断裂性质一致,少量不符合区域构造性质的震源机制则反映了局部地质构造的复杂性。区域构造变形主体为NE向压缩,NW向相对扩张,反映了青藏高原块体对鄂尔多斯块体的直接作用。 相似文献
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华南地区的小震震源机制与构造应力场 总被引:11,自引:2,他引:11
本文利用、最大振幅比的方法,求出了华南六省200次小地震的震源机制解,发现该区现代构造应力场的主压应力轴的水平投影方向具有扇形分布特征,从该区的西部到东部,主压应力轴的水平投影方向为北南略偏东、北西和北西西方向;主张应力轴的水平投影方向具有弧形分布特征,沿着海岸线,从广西到福建,主张应力轴的方向为北西西、北东东和北北东方向,P轴和T轴的“平均”方向都基本水平。 相似文献
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由震源机制解资料研究川滇地区构造应力场 总被引:4,自引:0,他引:4
利用1978 ~2009年川滇地区的124个地震震源机制解资料,采用对震源机制参数统计的方法,详细分析了地震断层类型和川滇地区的现代构造应力场特征.结果表明,云南地区(21°~28°N,97°~108.8°E)主要受近N-S向的水平挤压力影响,区域应力场背景以水平作用力为主;四川地区(28°~34.5°N,97°~108.8°E)由于平均P,T轴的仰角接近水平,构造应力场接近水平,主要受近E-W向挤压力作用,断层面较陡,受水平剪切力作用.川滇地区走滑型地震较多,主要分布于云南地区,四川地区内发生的地震类型较为分散且每种类型都有. 相似文献
4.
利用小震与强震震源机制解反演首都圈现今构造应力场 总被引:1,自引:0,他引:1
由于首都圈地区近年来布设了较为密集的地震台网,使得较小地震震源机制的求解成为可能。本文收集了首都圈地区近50年来大震震源机制以及2002—2004年中小震震源机制解,采用对不同震级地震进行加权处理的网格搜索法将强震与小震结合对首都圈地区的现今地壳应力场进行反演。得到了较为精确的首都圈地区各区域的构造应力场。结果表明:北京张家口区,主压应力轴 N(43°~86°)E向;唐山及邻区,主压应力轴 N(38°~86°)E向;邢台区,主压应力轴 N(79°~81°)E向;本文反演结果与前人结果相似,表明了研究方法的正确性,并 揭 示 了现今首都圈地区应力场的整体一致性和分区差异,对解释首都圈地区的发震背景和地球动力学研究有一定的参考意义。 相似文献
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利用小震与强震震源机制解反演首都圈现今构造应力场 总被引:5,自引:0,他引:5
由于首都圈地区近年来布设了较为密集的地震台网, 使得较小地震震源机制的求解成为可能。 本文收集了首都圈地区近50年来大震震源机制以及2002—2004年中小震震源机制解, 采用对不同震级地震进行加权处理的网格搜索法将强震与小震结合对首都圈地区的现今地壳应力场进行反演。 得到了较为精确的首都圈地区各区域的构造应力场。 结果表明: 北京张家口区, 主压应力轴N(43°~86°)E向; 唐山及邻区,主压应力轴N(38°~86°)E向; 邢台区, 主压应力轴N(79°~81°)E向; 本文反演结果与前人结果相似, 表明了研究方法的正确性, 并揭示了现今首都圈地区应力场的整体一致性和分区差异, 对解释首都圈地区的发震背景和地球动力学研究有一定的参考意义。 相似文献
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南北地震带作为中国大陆地应力场一级分区的边界,其构造应力场的研究对理解大陆强震机理、构造变形和地震应力的相互作用具有重要意义.本文收集南北地震带1970—2014年的震源机制解819条,按照全球应力图的分类标准对震源机制解进行分类,发现其空间分布特征与地质构造活动性质比较吻合.P轴水平投影指示了活动块体的运动方向,T轴水平投影在川滇块体及邻近地区空间差异特征最为突出,存在顺时针旋转的趋势.南北地震带的最大水平主应力方向具有明显的分区特征,北段为NE向走滑类型的应力状态,中段为NEE—EW—NWW向的逆冲类型,南段为SE—SSE—NS—NNE向走滑和正断类型,在川滇块体的北部和西边界应力状态为EW—SE—SSE的正断层类型,表明来自印度板块的NNE或NE向的水平挤压应力和青藏高原物质东向滑移沿大型走滑断裂带向SE向平移的复合作用控制了南北地震带的岩石圈应力场.川滇块体西边界正断层类型应力状态范围与高分辨率地震学观测得到的中下地壳低速带范围基本吻合,青藏高原向东扩张的塑性物质流与横向边界(丽江—小金河断裂带)的弱化易于应变能的释放,在局部地区使NS向拉张的正断层向EW向拉张正断层转变.反演得到的应力状态基本上与各种类型地震的破裂方式比较吻合,也进一步验证反演结果的可靠性,可为地球动力学过程的模拟和活动断层滑动性质的厘定提供参考. 相似文献
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利用垂直向和波振幅比方法计算了2003年1月至2009年10月间宁夏北部及邻区的31个中小地震震源机制解,然后对计算所得的31个地震震源机制解进行系统聚类及应力场分析,并利用格点尝试法研究阿拉善区域(I区)和银川盆地及以北地区(II区)的平均震源机制解。结果表明:31个中小地震中走滑型地震占了近77%,显示出宁夏北部及邻近地区地震错动方式以近走滑为主;I区域地震产生的震源区构造变形是近南北向发生压缩,近东西向发生相对扩张;II区域构造应力场主压应力方向以水平作用为主,地震产生的震源区构造变形是北东向发生压缩,北西向发生相对扩张。 相似文献
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利用CAP(Cut and paste)方法获取了川滇块体及周边区域2007年8月至2013年4月75次3.5级以上中等地震的震源机制解,结合哈佛大学历史地震震源机制解,分析了震源机制解和震源深度的空间分布特征,并探讨了其构造动力学背景。结果表明:1)川滇块体各不同断裂带、块体内部各次级块体之间、块体内外表现出不同的震源机制解空间分布特征,揭示出位于青藏高原东南缘的川滇块体及周边地区应力场的非均匀性;2)研究区各主要断裂带所反映的与构造背景作用一致的震源机制分布特征表明,川滇块体及周边近期断层破裂方式主要受到各个断裂带的构造活动以及次级块体之间相互作用的控制;3)丽江-小金河断裂带上特殊的震源机制特征和发震应力轴的分布特征,进一步证实了丽江-小金河断裂带对高原逃逸物质的抵挡和屏蔽的作用;4)震源深度分布特征表明,川滇块体及周边地震震源深度主要分布于15km的上地壳,优势分布在5~15km的范围,揭示出研究区的地壳脆性孕震层位于5~15km的上地壳。 相似文献
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使用143组中、小地震单震震源机制解和17组小区域综合机制解资料,统计分析了华东地区的现代构造应力场特征。华东地区现今处在NEE向(80°左右)主压、NNW向(350°左右)主张应力场的控制下;主应力作用方式以水平和近水平为主。在应力场方向和作用方式基本一致的背景上,不同地震构造分区存在一些差异,这些差异可能与相应区域主要活动断裂的主体分布方向有关,可能表征了现存构造对地震错动特征的影响和控制作用。现代中、小地震震源机制解,历史中、强地震和现代有感地震最内等震线长轴方向等资料显示华东地区地震主要沿NE,NW2个方向破裂错动,兼有NNE,NEE,NWW或近EW方向。以走滑和近走滑方式为主,兼有少量斜向滑动。地震断层的错动方式存在某些分区差异。华东地区历史中、强地震以NE向破裂错动为主,而现代中强地震在陆域以NW-SE为主,海域NE,NW兼有 相似文献
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SPATIO-TEMPORAL STRESS FIELD VARIATION IN THE CENTRAL LONGMENSHAN FAULT ZONE AFTER THE 2008 WENCHUAN EARTHQUAKE FROM FOCAL MECHANISM SOLUTIONS OF SMALL EARTHQUAKES 下载免费PDF全文
We determined the focal mechanism solutions(FMS)of aftershocks of the 2008 Wenchuan earthquake using the waveform data recorded by the Western Sichuan movable seismic array. We further obtained the spatio-temporal variation of the stress field by inverting the stress tensors from these data. The results show that the FMSs of the small earthquakes are primarily reverse faulting with considerable number of normal and strike-slip. The proportion of reverse type earthquakes clearly increases with time, and the spatial distribution of the FMSs is closely related with local geology and the characteristics of the deep faults. The stress tensor inversion results reveal that the orientations of the maximum horizontal compressive stress(SH)shortly after the mainshock in each area are mainly in EW to NWW-SEE directions, while in the area along Xiaoyudong-to-Lixian aftershock branch it is in NE-SW direction in shallow crust. This implies that the stress field at the early stage after the Wenchuan earthquake is mainly controlled by the dynamic stress change caused by the rupture propagation, and the conspicuous factor determining the SH direction is the characteristics of the rupture plane. Temporal variations of the stress tensors show that the stress regimes at depth changed from a mixture of reverse and strike-slip faulting to pure reverse, implying that local Coulomb stress caused by the main shock is released through strike-slip faulting and gradually recovers into the background stress field. The change of stress in the shallow subsurface follows that in the deep subsurface with observable time delay. 相似文献
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根据近十年来区域台网的P波初动方向观测资料,得到了鄂尔多斯地块周围13个分区的综合地震节面解;结合已有的结果进行分析,地块周围确实存在有别于华北地区地壳应力场基本情况的小区域应力场:地块西南边缘的六盘山褶皱带处于北东东向的水平挤压应力状态;地块边缘的断陷盆地处于北西向的水平拉张应力状态,尤其是渭河盆地到临汾盆地的主压应力轴已近于直立;地块西北角和东北角处于北西向的水平拉张与北东向的水平挤压共同作用的应力状态;在地块的西面与北面,从北到南和由西往东,主压应力轴的走向由北北东向逐渐转变为近东西向。 此外,还对本文结果在板内动力学中的意义进行了简要的讨论。 相似文献
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On August 8, 2017, Beijing time, an earthquake of M7.0 occurred in Jiuzhaigou County, Aba Prefecture, Sichuan Province, with the epicenter located at 33.20°N 103.82°E. The earthquake caused 25 people dead, 525 people injured, 6 people missing and 170000 people affected. Many houses were damaged to various degrees. Up to October 15, 2017, a total of 7679 aftershocks were recorded, including 2099 earthquakes of M ≥ 1.0.
The M7.0 Jiuzhaigou earthquake occurred in the northeastern boundary belt of the Bayan Har block on the Qinghai-Tibet Plateau, where many active faults are developed, including the Tazhong Fault(the eastern segment of the East Kunlun Fault), the Minjiang fault zone, the Xueshan fault zone, the Huya fault zone, the Wenxian fault zone, the Guanggaishan-Daishan Fault, the Bailongjiang Fault, the Longriuba Fault and the Longmenshan Fault. As one of the important passages for the eastward extrusion movement of the Qinghai-Tibet Plateau(Tapponnier et al., 2001), the East Kunlun fault zone has a crucial influence on the tectonic activities of the northeastern boundary belt of Bayan Kala. Meanwhile, the Coulomb stress, fault strain and other research results show that the eastern boundary of the Bayan Har block still has a high risk of strong earthquakes in the future. So the study of the M7.0 Jiuzhaigou earthquake' seismogenic faults and stress fields is of great significance for scientific understanding of the seismogenic environment and geodynamics of the eastern boundary of Bayan Har block.
In this paper, the epicenter of the main shock and its aftershocks were relocated by the double-difference relocation method and the spatial distribution of the aftershock sequence was obtained. Then we determined the focal mechanism solutions of 24 aftershocks(M ≥ 3.0)by using the CAP algorithm with the waveform records of China Digital Seismic Network. After that, we applied the sliding fitting algorithm to invert the stress field of the earthquake area based on the previous results of the mechanism solutions. Combining with the previous research results of seismogeology in this area, we discussed the seismogenic fault structure and dynamic characteristics of the M7.0 Jiuzhaigou earthquake. Our research results indicated that:1)The epicenters of the M7.0 Jiuzhaigou earthquake sequence distribute along NW-SE in a stripe pattern with a long axis of about 35km and a short axis of about 8km, and with high inclination and dipping to the southwest, the focal depths are mainly concentrated in the range of 2~25km, gradually deepening from northwest to southeast along the fault, but the dip angle does not change remarkably on the whole fault. 2)The focal mechanism solution of the M7.0 Jiuzhaigou earthquake is:strike 151°, dip 69° and rake 12° for nodal plane Ⅰ, and 245°, 78° and -158° for nodal plane Ⅱ, the main shock type is pure strike-slip and the centroid depth of the earthquake is about 5km. Most of the focal mechanism of the aftershock sequence is strike-slip type, which is consistent with the main shock's focal mechanism solution; 3)In the earthquake source area, the principal compressive stress and the principal tensile stress are both near horizontal, and the principal compressive stress is near east-west direction, while the principal tensile stress is near north-south direction. The Jiuzhaigou earthquake is a strike-slip event that occurs under the horizontal compressive stress. 相似文献
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根据近十年来区域台网的P波初动方向观测资料,得到了鄂尔多斯地块周围13个分区的综合地震节面解;结合已有的结果进行分析,地块周围确实存在有别于华北地区地壳应力场基本情况的小区域应力场:地块西南边缘的六盘山褶皱带处于北东东向的水平挤压应力状态;地块边缘的断陷盆地处于北西向的水平拉张应力状态,尤其是渭河盆地到临汾盆地的主压应力轴已近于直立;地块西北角和东北角处于北西向的水平拉张与北东向的水平挤压共同作用的应力状态;在地块的西面与北面,从北到南和由西往东,主压应力轴的走向由北北东向逐渐转变为近东西向。 此外,还对本文结果在板内动力学中的意义进行了简要的讨论。 相似文献
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CHARACTERISTICS OF FOCAL MECHANISMS AND STRESS FIELD IN THE EASTERN BOUNDARY OF SICHUAN-YUNNAN BLOCK AND ITS ADJACENT AREA 下载免费PDF全文
This study is devoted to a systematic analysis of the stress state of the eastern boundary area of Sichuan-Yunnan block based on focal mechanisms of 319 earthquakes with magnitudes between M3.0 and M6.9, occurring from January 2009 to May 2018. We firstly determined the mechanism solutions of 234 earthquakes by the CAP method, using the broadband waveforms recorded by Chinese regional permanent networks, and collected 85 centroid moment tensor solutions from the GCMT. Then we investigated the regional stress regime through a damp linear inversion. Our results show that:1)the focal mechanisms of moderate earthquakes are regionally specific with three principal types of focal mechanisms:the strike-slip faulting type, the thrust faulting type and the normal faulting type. The strike-slip faulting type is significant in the eastern boundary area of Sichuan-Yunnan block along the Xianshuihe-Xiaojiang Fault, the Daliangshan Fault, and the Zhaotong-Lianfeng Fault. The thrust faulting type and the combined thrust/strike-slip faulting type are significant along the Mabian-Yanjin Fault, Ebian-Yanfeng Fault and the eastern section of Lianfeng Fault; 2)The most robust feature of the regional stress regime is that, the azimuth of principal compressive stress axis rotates clockwise from NWW to NW along the eastern boundary of Sichuan-Yunnan Block, and the clockwise rotation angle is about 50 degrees. Meanwhile, the angels between the principal compressive axis and the trend of eastern boundary of Sichuan-Yunnan Block remain unchanged, which implies a stable coefficient of fault friction in the eastern boundary fault zone of Sichuan-Yunnan Block. The movement of the upper crust in the southeastern Tibetan plateau is a relatively rigid clockwise rotation. On the whole, the Xianshuihe-Xiaojiang Fault is a small arc on the earth, and its Euler pole axis is at(21°N, 88°E). The Daliangshan Fault is surrounded by the Anninghe-Zemuhe Fault, which formed a closed diamond shape. When the Sichuan-Yunnan block rotates clockwise, the Daliangshan Fault locates in the outer of the arc, while the Anninghe-Zemuhe Fault is in the inward of the arc, and from the mechanical point of view, left-lateral sliding movement is more likely to occur on the Daliangshan Fault. Our results can be the evidence for the study on the "cut-off" function of the Daliangshan Fault based on the stress field background; 3)The regional stress regime of the eastern boundary faults zone of the Sichuan-Yunnan Block is the same as the south section of the Dalianshan Fault, and the focal mechanism results also reveal that the Dalianshan Fault is keeping left-lateral strike-slip. There may be the same tectonic stress field that controls the earthquake activities in the southern section of Daliangshan Fault and Zhaotong-Lianfeng Fault. The regional stress regime of Zhaodong-Lianfeng Fault is also the same with the Sichuan-Yunnan Block, which implies that the control effect of the SE movement of the Sichuan-Yunnan block may extend to Weining. 相似文献
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文中使用龙滩水库地震监测台网记录的波形数据,采用P波初动、SH波和P渡位移振幅比数据计算震源机制解的FOCMEC方法,获取了龙滩库区2006年9月蓄水至2008年底发生的73次M_L2.0以上地震的震源机制解,并在此基础上反演了库区应力场。龙滩库区2006年10月蓄水以来发生的2级以上地震以逆断层型为主,由震源机制解获得的2个地震丛集区应力场的主压应力都近于水平,取向都为NWW-SEE。反映出蓄水后库区仍为以水平NWW-SEE向压应力为主的应力场结构,且最大主压应力倾角更为水平。而最大主张应力及中等应力轴的分布则不一致,显示出在近水平的主压应力背景下,龙滩库区局部应力场的非一致性。通过对龙滩水库地震机制解特征及应力场的认识和讨论,初步提出了龙滩水库诱发地震的发震机理,认为载荷作用所引起的剪应力增大不是龙滩水库蓄水诱发地震的主要因素,而蓄水所产生的孔隙压力作用和库水渗透的润滑弱化作用的耦合作用可能是主要的成因 相似文献
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文中给出了根据地震释放的总地震矩求解平均应力场的方法,并使用加入随机误差的人工合成震源机制解数据和唐山余震区震源机制解数据对其进行检验。由检验结果可知,该方法可以应用于区域平均应力场的求解。使用的震源机制解资料越多,所得结果越稳定,且更接近真实的区域应力场。该方法的优点是: 用每个地震的震级作为权重,能够较好地反映出大小地震在应力场反演中的不同贡献; 并且在计算过程中不需要知道震源机制解2个节面中哪个节面为地震断层面。 相似文献