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2022年9月19日墨西哥米却肯州发生MW7.6地震,该地震位于北美板块与科科斯板块交汇处。为进一步研究本次地震对周围断层和后续地震的影响,剖析该地震的孕震背景和发生条件,首先使用包括USGS在内的多个国外地震机构得到的墨西哥MW7.6地震以及后续的两次MW＞5.0地震的震源机制解,分别计算出震源机制中心解,然后通过计算主震产生库伦破裂应力变化来研究本次地震对后续两次地震的触发作用,最后收集了1976年1月1日至2022年5月31日发生在本次地震附近的MW≥4.9的29条震源机制解数据,反演该地区的构造应力场,并模拟在局部构造及其作用下产生的各种断层形状及相对正应力和剪应力的分布情况。研究结果表明:①震源机制中心解表明主震和6.8级余震为逆冲型地震,而5.8级余震的震源机制为正断型地震; ②本次地震对5.8级和6.8级余震的库伦破裂力变化均超过0.01MPa的阈值,表明这两次强余震可能是在主震的触发下发生的; ③震源区应力场的主压应力轴为NNE-SSW向,主张应力轴近乎垂直。本地震序列的断层破裂近乎沿应力场的最大剪应力平面发生,最大限度地释放了构造运动积累的应力。 相似文献
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2018年9月4日新疆伽师发生MS5.5地震,震中处于塔里木地块西北缘,位于1997~1998年伽师强震群震区内。此次伽师地震前发生了MS4.7前震,截至9月30日最大余震震级为MS4.6（ML5.0）,初步判定为前-主-余型地震序列。序列精定位结果显示,余震沿近NE向展布,主震震源深度与1997~1998年伽师强震主震基本一致,发震断层陡立。本文从区域的构造环境、地震震源机制解和余震分布特征等方面分析认为,地震发生在伽师隐伏断裂东南端部,为1997~1998年伽师强震群震区的一次新的构造活动。序列参数、视应力等计算结果显示,伽师MS5.5地震的预测最大余震震级与最大余震震级MS4.6接近,表明序列最大余震已经发生。 相似文献
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2017年8月9日新疆博尔塔拉州精河县发生MS6.6地震,震中44.3°N、82.9°E,震源深度11km,精河地震发生在库松木契克山前断裂附近,基于远震波形记录反演的震源机制为逆冲型,地质调查结果显示主震破裂未出露地表。利用地震精定位研究余震的空间分布,结果显示,余震展布与库松木契克山前断裂的走向基本吻合,且余震主要分布在主震西侧,单侧破裂特征明显,余震的深度集中在5～15km。基于M-t图分析序列的衰减特征发现,截至2017年8月20日,序列中ML2.0、ML3.0余震相对丰富,衰减基本正常。G-R关系给出的b值为0.54,外推最大余震震级为MS5.6,h值为2.17,均显示该序列为主-余型。MS≥4.0余震的等待时间与发生时间较好地满足双对数线性关系,同样为主-余型地震的特征。断层面上静态滑动量分布相对单一且集中,最大滑动位于沿倾向10km处附近,与地质调查主震断层未出露地表的结果一致,同时也表明主震破裂较充分。基于数字波形资料计算出的余震视应力与震级间很好地符合指数关系,扣除震级变化影响后的序列视应力未出现显著高值,也表明此次破裂的能量释放比较充分。 相似文献
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本文选取2013年芦山地震和2017年九寨沟地震波形,重新量取垂直向振幅,计算宽频带面波震级MS（BB）,分析各台站实测震级出现方向性差异的原因。其中,通过572个宽频带台站实测芦山地震震级MS（BB）7.1,通过603个宽频带台站实测九寨沟地震震级MS（BB）6.9。芦山地震实测震级大于MS（BB）7.3的台站呈现WN-ES向分布,与断层倾向一致;实测震级小于MS（BB）7.0的台站呈现NE-WS向分布,与其所在断层走向一致。九寨沟地震实测震级大于MS（BB）7.0的台站分布呈现NE向分布,与断层倾向一致;实测震级小于MS（BB）6.8的台站总体分布较为离散,大体呈现NW-SE向分布,与树正断裂走向一致。实测震级偏大的台站方向性分布与多普勒效应和P波辐射花样联系不明显。对比分析芦山地震和九寨沟地震,去除场地响应和仪器自身影响,台站实测震级差异性仍然存在,因此,台站实测震级差异性是由于受到了多普勒效应、辐射花样、仪器和场地响应之外的因素影响。综合考虑地震震级涉及的影响因素,芦山地震和九寨沟地震的台站实测震级差异性可能与地震波的传播路径有关。 相似文献
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水库地震是由于水库蓄水或者水位变化,使得库区附近地震的次数和震级明显增高的现象。1939年米德湖4.6级地震发生后,水库地震的问题被首次提出。与构造地震相比,水库地震通常具有震源浅、震中烈度高、易于发生滑坡崩塌等次生灾害的特点。事实上,一些发生在水库区的地震常常与库区的构造活动相关,属于构造型水库地震。如何区分这类构造型水库地震和构造地震是当前面临和亟待解决的问题。水库地震发生的机理是解决该问题的关键。本文围绕水库蓄水后引起的库区应力变化和地震发生机理开展了研究。实现了孔弹耦合介质中解析解形式的扩散孔隙压的求解;获取了作为典型水库的三峡水库、紫坪铺水库库区的主要断层面上的孔隙压变化量、正应力变化量、剪应力变化量和库仑应力变化量;分析了引起库区应力变化的主要原因及蓄水与库区地震活动的关系;通过比较不同水库的计算结果,初步尝试性地提炼和总结了水库地震活动的发生机理。同时,本文通过构建新的地质模型,完成了孔弹耦合介质中解析解形式的扩散孔隙压计算程序,并结合弹性半空间理论完成了蓄水引起的水库区主要断层上应力变化量计算平台,针对水库地震机理问题开展定量分析计算,取得了以下研究成果和结论:(1)自1959年至三峡水库蓄水前,库区及邻近区域地震活动主要发生在水库库区外围,空间分布上比较分散。三峡库区蓄水后,库区地震活动显著增加,时间上与库水变化相关,空间上与库区的主要活动断裂带相关,且明显呈丛集状和条带状分布。地震活动主要在库首区九湾溪断裂带和仙女山断裂带交界处、库中泄滩附近和库尾高桥断裂带附近分布。(2)紫坪铺蓄水后,库区的地震活动显著增加,且主要发生在北川–映秀断裂带附近,呈三丛分布,分别为库水正下方区域、库区东北端和库区西南端。(3)水库蓄水后,三峡库区九湾溪断裂带上库仑应力变化量大于0,且最大值可达到0.01 MPa,断层附近发生的地震活动与水库蓄水有关,扩散孔隙压的影响大于水体载荷的作用。仙女山断裂带上的库仑应力变化量小于0,水库蓄水对仙女山断裂带附近地震活动的发生具有抑制作用。高桥断裂带和水田坝断裂带上库仑应力变化量大于0,最大值为0.001 MPa。断裂带附近的地震活动与蓄水在一定程度上相关,其中孔压扩散对地震活动的影响作用大于水体载荷的作用。(4)三峡水库蓄水进入175 m高水位蓄水段后,库区与M5地震有关的扩散孔隙压值为0.01 MPa量级,与M4地震有关的扩散孔隙压值为0.0001 MPa量级。水库水体的重力作用使得库区175 m高水位蓄水段的3次M4地震(2013年12月16日高桥M5.1、2014年3月27日秭归M4.3和2014年3月30日秭归M4.7)震源处库仑应力增加,断层趋于失稳,扩散孔隙压的作用进一步使库仑应力增加,是地震活动发生的主要因素。初步判断,此3次M4地震为构造型的水库地震。(5)紫坪铺水库蓄水后,发生在库岸东北端的丛集中的地震均与水库蓄水有关;地震震源处的库仑应力变化量均大于0,其增量为0~0.002 MPa之间;当扩散系数D=5 m2/s,孔压扩散的影响使得库仑应力变化量的量值增加为0.001~0.003 MPa,是引发地震活动的主控因素。同时,在蓄水后发生在库区西南端丛集中的地震中,10.2%与蓄水载荷作用有关,震源处库仑应力增量为0~0.002 MPa;在发生在库底正下方丛集中的地震中,67.8%与水库蓄水载荷作用有关,震源处库仑应力增量为0~0.02 MPa。在这两丛集的地震中,孔压的扩散作用使得更多的地震震源处的库仑应力变化量增加,表明扩散孔压是引起这两丛集内地震发生的主要原因。(6)无论是否考虑扩散孔隙压的影响,汶川MS8.0地震震源一直处于库仑应力变化量为负的区域。地震发生时,汶川地震震源区及其附近的库仑应力变化量的值为-0.001 MPa。据此初步判断蓄水引发汶川MS8.0地震的可能性微乎甚微。 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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2017年8月8日四川九寨沟发生MS7.0地震,该地震发生在巴颜喀喇块体的东北边界,震中区域构造条件复杂,是巴颜喀喇块体北侧左旋走滑环境向东侧逆冲挤压环境过渡的位置,附近地区历史强震较多。九寨沟地震是一次主-余型地震,余震活动水平较弱,主震发生后短时间内ML≥4.0余震的“等待时间”存在异常,震后较长时间余震活动恢复到正常状态,序列h值、余震视应力等符合主-余型序列特征。序列b值为0.84,G-R关系推测序列最大余震的震级约为ML5.4（MS5.0）,8月9日发生的MS4.8地震是目前该序列的最强余震。通过与1970年以来附近地区7级左右地震序列的对比认为,九寨沟地震与1976年松潘-平武2次7.2级地震序列在余震空间位置、发震构造和震源机制等方面存在较大差异,因此,不具备发育为震群型序列的条件。九寨沟地震主震视应力为0.36～0.38MPa,属于应力下调模型,序列余震的平均视应力水平接近龙门山断裂带附近中小地震的平均背景水平。 相似文献
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利用甘肃省区域台网提供的地震波形资料,计算甘肃南部地区2010年1月～2017年8月ML≥2.0地震的视应力,分析九寨沟地震前甘南地区视应力的时空演化特征,所得结果如下：①ML2.6～3.1、ML2.0～2.5震级段地震视应力的空间分布具有较好的一致性,九寨沟MS7.0地震前,距震中较近的川甘交界地区的舟曲、文县等地呈现出较为集中的视应力高值异常;②ML2.0～2.5、ML2.6～3.1地震的视应力在大区域范围内随时间的变化趋势有一定差异,ML2.6～3.1地震视应力变化更为明显,在较大区域范围内表现为震前显著升高,而ML2.0～2.5地震视应力则在震前一两年内开始下降;③随着区域划分范围向震中靠近,ML2.0～2.5、ML2.6～3.1地震视应力的变化逐渐趋于一致,至震中附近时,2个震级段视应力均表现为“震前几年长时间升高—临震前几个月下降”的同步变化。 相似文献
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2022年1月8日青海省海北州门源县发生MS6.9地震,震中距离2016年1月21日门源MS6.4地震震中约33km,两次门源地震均发生在冷龙岭断裂附近,但在震源机制、主发震断层破裂过程及地震序列余震活动等方面显著不同。针对两次门源地震序列的比较分析,对研究冷龙岭断裂及其附近区域强震序列和余震衰减特征等具有重要研究意义。通过对比分析2022年门源MS6.9地震和2016年门源MS6.4地震余震的时空演化特征,发现二者在震源过程和断层破裂尺度上存在明显差异,前者发震断层破裂充分,震后能量释放充分,余震丰富且震级偏高;而后者发震断层未破裂至地表,余震震级水平偏低。综合分析两次门源地震序列表现出来的差异性,认为其可能与地震发震断层的破裂过程密切相关,且同时受到区域构造环境的影响。 相似文献
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开展一系列的等幅循环应力的K0固结饱和黏土的循环三轴拉伸试验,结果表明动剪切模量G不仅与循环剪应变γcy有关,还与累积应变γp有关。为了进一步研究其影响,开展逐级加载的循环三轴拉伸试验。结果表明,随着累积应变的增加,初始动剪切模量Gmax逐渐下降。在某一围压下以Gmax作为归一化参数,建立G/Gmax-γcy关系,验证在其他围压下具有较好的适用性。累积应变、围压对阻尼比影响不大,可以认为阻尼比随振动剪应变有唯一对应关系。根据一组循环三轴拉伸试验下建立的动剪切模量和阻尼比关系,可以应用到其他应力组合的循环三轴拉伸试验。 相似文献
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云南小湾水库蓄水后P波速度结构的双差地震层析成像研究 总被引：2，自引：1，他引：1
联合小湾水库库区及其附近11249个地震的P波绝对到时、相对到时数据,利用双差地震层析成像方法反演得到小湾水库蓄水后2008年12月16日～2011年6月30日和2011年7月1日～2016年12月31日2个时间段内库区及其附近的地震重定位结果和三维P波速度结构。结果表明,蓄水后黑惠江段和小湾水库回水澜沧江段地震的增多与水库蓄水有关。由于水体渗透导致孔隙压变化,并随着时间的推移孔隙压变化朝着更深的部位扩散,地震震源深度也随之向深部扩散,进而导致介质变化和P波速度降低。蓄水回水至澜沧江保山段后该区域地震增多,P波速度下降,库水渗透作用为主控因素,该区域地下一定深度的地质构造有利于库水的快速渗透。初步判定2015年10月30日云南昌宁M_S5.1地震余震序列是与蓄水有关的柯街断裂上的构造地震。同时,也存在着与蓄水相关性不大的属于构造地震的活动,如云南施甸一带历来地震多发,施甸2010年6月1日M_L4.8、2012年9月11日M_S4.7地震序列均属于构造地震,与水库蓄水无关。 相似文献
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YANG Jianwen LI Lei ZHANG Pengying YE Beng HE Yingwen CHEN Ji CHA Wenjian 《中国地震研究》2019,33(2):320-335
On the basis of the airgun source signals recorded by the stations from January, 2016 to June, 2017, we use cross-correlation detection technology to obtain the characteristics of the stable phase travel time change of each station. We used the Yunlong MS5.0 and Yangbi MS5.1 earthquakes as samples. According to regional characteristics, 13 stations with high signal-to-noise ratios and complete data were selected (including 3 fixed stations and 10 active source stations). They are divided into four regions, and on the basis of the GNSS baseline data, the characteristics of regional wave velocity changes before and after the earthquake are analyzed. The results show that the station phase travel time change and the regional stress characteristics represented by the GNSS baseline data have good correlation in the short-term. Due to different degrees of regional stress, there are differences in the travel time changes of different stations in the four regions. Before the Yunlong MS5.0 and Yangbi MS5.1 earthquakes, with regional stress adjustment, there is an upward trend in the travel time changes of related stations in the adjacent areas of up to 0.02s. The difference is that there are differences in the time nodes and duration of the travel time anomalies, and there is a reverse descent process after the Yangbi MS5.1 earthquake. There are different degrees of travel time fluctuations in the relevant stations before and after the two earthquakes, but the fluctuation range before and after the earthquake was small. Compared with the water level change of the reservoir, the adjustment of the regional stress is more likely to have a substantial impact on the travel time changes of the relevant stations. 相似文献
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14.
J. -R. Grasso 《Pure and Applied Geophysics》1992,139(3-4):507-534
We review earthquake distributions associated with hydrocarbon fields in the context of pore pressure diffusion models, poroelastic stress transfer and isostasy theory. These three mechanisms trigger or induce seismic instabilities at both local scale (D5 km) and at regional scale (D20 km). The modeled changes in stress are small (1 MPa), whatever the tectonic setting. Each mechanism corresponds to different production processes. (1) Local hydraulic fracturing due to fluid injection induces seismic-slip on cracks (M
L3) within the injected reservoir through decreasing the effective stress. (2) Pure fluid withdrawal causes pore pressure to decrease within the reservoir. It triggers adjustments of the geological structure to perturbations related to the reservoir response to depletion. Poroelastic mechanisms transfer this stress change from the reservoir to the surrounding levels whereM
L5 seismic instabilities occur either above or below the reservoir. (3) Massive hydrocarbon recovery induces crustal readjustments due to the removal of load from the upper crust. It can induce larger earthquakes (M
L6) at greater distance from the hydrocarbon fields than the two other mechanisms.Due to the mechanical properties of the shallow rock matrices involved, seismic slip triggered either by mechanism (1) or (2), is a second-order process of the main elastoplastic deformation. for a minimum of 80% of commercially productive basins, most of the local deformation is reported as aseismic, i.e., there is no evidence forM
L3 earthquakes. Nevertheless, the induced stresses vary as a function of time in a manner that depends on the hydraulic diffusivity (i.e., permeability) of the reservoir and surrounding rocks. Because small earthquakes (M
L3) indicate changes in stress and pore pressure, monitoring of seismicity is a means of assessingin situ reservoir behavior.The less constrained seismic response to hydrocarbon recovery is the possible connection between local fluid manipulations, triggered earthquakes and major regional earthquakes. Positive feedback mechanisms suggest that the region of seismic hazard changes is much larger than the area where hydrocarbons are extracted. These observations and models testify that fluid movement and pore pressure changes (increase or decrease) play important roles in the mechanics of earthquakes and in the triggering of natural earthquakes. 相似文献
15.
统计整理小浪底库区近场地震,对地震位置进行精确定位,并计算较大地震的震源机制解,结合水库地震的活动特点,对地震活动和震源机制特征进行分析,认为小浪底库区地震活动具有水库地震特征,且同时受区域地质构造影响。 相似文献
16.
J. -R. Grasso F. Guyoton J. Fréchet J. -F. Gamond 《Pure and Applied Geophysics》1992,139(3-4):579-605
A sequence of moderate shallow earthquakes (3.5M
L5.3) was located within the Vercors massif (France) in the period 1961–1984. This subalpine massif has been a low seismic area for at least 5 centuries. During the period 1962–1963, 12 shallow earthquakes occurred in the neighborhood (10 km) of the Monteynard reservoir, 30 km south of the city of Grenoble. The latest fourM
L4.0 earthquakes occurred in 1979–1984 either at larger distance (35 km) or greater depth (10 km) from the reservoir. Two triggering mechanisms are suggested for this sequence: (i) the direct effect of elastic loading through either increased shear stress or strength reducing by increased pore pressure at depth; (ii) the pore pressure diffusion induced by poroelastic stress change due to the reservoir filling.The weekly water levels, local balanced geological cross sections, and focal mechanisms argue for two types of mechanical connection between the earthquake sequence and the filling cycles of the Monteynard reservoir. The seismic sequence started with the 1962–1963 shallow earthquakes that occurred during the first filling of the reservoir and are typical of the direct effect of elastic loading. The 1979 deeper earthquake is located at a 10 km depth below the reservoir. This event occurred 16 years after the initial reservoir impoundment, but one month after the previous 1963 maximum water level was exceeded. Moreover the yearly reservoir level increased gradually in the period 1962–1979 and has decreased since 1980. Accordingly we suggest that the gradual diffusion of water from reservoir to hypocentral depths decreases the strength of the rock matrices through increased pore pressure. The transition between the two types of seismic response is supported by the analysis ofM
L3.5 earthquakes which all occurred in the period 1964–1971, ranging between 10 and 30 km distance from the reservoir. The three other delayed earthquakes of the 1961–1984 seismic sequence (M
L4 during the 1979–1984 period) are all located 35 km away from the reservoir. Based on the seismic activity, the estimates for the hydraulic diffusivities range between 0.2–10 m2/s, except for the first event that occurred 30 km north of the reservoir, the filling just started. The lack ofin situ measurements of crustal hydrological properties in the area, shared by most of the Reservoir-Induced-Seismicity cases, prevents us from obtaining absolute evidence for the triggering processes. These observations and conceptual models attest that previous recurrence times for moderate natural shocks (4.5M
L5.5) estimated within this area using historical data, could be modified by 0.1–1 MPa stress changes. These small changes in deviatoric stress suggest that the upper crust is in this area nearly everywhere at a state of stress near failure. Although the paucity of both number and size of earthquakes in the French subalpine massif shows that aseismic displacements prevail, our study demonstrates that triggered earthquakes are important tools for assessing local seismic risk through mapping fault zones and identifying their possible seismic behavior. 相似文献
17.
We investigate the relationship between the impoundment and seismicity in the Longtan reservoir, southwestern China and find evidence that the seismicity was reservoir induced. After the reservoir impoundment, a pronounced increase in seismicity was observed in five clusters mainly concentrated in the areas where few earthquakes had occurred before the first filling. The observed induced seismicity shows a strong correlation with the filling cycles. The activity levels in the five clusters are different due to differences in the structures and permeabilities of the faults. Source parameters for 1,616 earthquakes with M L 0.1–4.2 recorded by 24 fixed and temporary stations deployed around the reservoir were calculated after applying corrections for geometrical spreading, frequency-dependent Q, and site effects. The static stress drop and apparent stress in this area both appear to increase with increasing seismic moment over the entire magnitude range. Our results show that reservoir induced earthquakes have ten times lower average stress drop than natural tectonic earthquakes. These results may indicate that the reservoir induced seismicity can occur with a lower tectonic stress due to the high pore pressures of the underground medium, and that the effect of the water decreases the coefficient of friction. 相似文献
18.
2008年2—4月,位于汶川大震初始破裂点的紫坪铺水库附近发生了一系列的小震活动,它们与汶川地震和紫坪铺水库小震的关系值得研究。本文采用CAP方法,反演了紫坪铺水库7个专用数字地震台站的数据,得到震级大于ML 1.0的28个震源机制解。结果表明:有19个地震事件集中在紫坪铺水库东南方向的都江堰附近,最大地震为逆冲型,发震机制为逆冲型带走滑分量,少量带正断层分量;从深度剖面看,地震震源深度主要集中分布在地下13km附近区域,都江堰震群丛集在前山断裂带上,其它地震散布在中央断裂带上;发震最大主压应力方向随时间的变化具有从最大主压应力方向变化比较大到趋向一致的演化过程。这些现象说明龙门山断裂带在都江堰附近存在1个凸凹体,形成应力集中点,引发都江堰震群活动,由此迫使龙门山断裂带前山断裂发生逆冲性活动,从而加剧了龙门山断裂带中央断裂的活动,在一定程度上加速了汶川地震的发生。 相似文献
19.
Seismic analysis of the Xiluodu reservoir area and insights into the geometry of seismogenic faults 
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下载免费PDF全文 The Xiluodu (XLD) reservoir is the second largest reservoir in China and the largest in the Jinsha River basin. The occurrence of two M > 5 earthquakes after reservoir impoundment has aroused great interest among seismologists and plant operators. We comprehensively analyzed the seismicity of the XLD reservoir area using precise earthquake relocation results and focal mechanism solutions and found that the seismicity of this area was weak before impoundment. Following impoundment, earthquake activity increased significantly. The occurrence of M ≥ 3.5 earthquakes within five years of impoundment also appear to be closely related to rapid rises and falls in water level, though this correlation weakened after five years because earthquake activity was far from the reservoir area. Earthquakes in the XLD reservoir area are clustered; near the dam (Area A), small faults are intermittently distributed along the river, while Area B is composed of multiple NW-trending left-lateral strike-slip faults and a thrust fault and Area C is composed of a NW-trending left-lateral strike-slip main fault and a nearly EW-trending right-lateral strike-slip minor fault. The geometries of the deep and the shallow parts of the NW-trending fault differ. Under the action of the NW-trending background stress field, a series of NW-trending left-lateral strike-slip faults and NE-trending thrust faults in critical stress states were dislocated due to the stress caused by reservoir impoundment. The two largest earthquakes in the XLD reservoir area were tectonic earthquakes that were directly triggered by impoundment. 相似文献
20.
2015年5月19日9时58分,云南双柏、峨山一带出现密集的小震活动,并于6月14日发生ML4.1地震,形成显著的震群事件。本文利用双差定位法对该震群进行精定位,结果显示,重新定位后震中分布优势方向更明显,主要沿绿汁江南段断裂呈NNE向分布,震源深度为6～12km,其中,又以8～10km最具优势。与原始数据相比,重定位后残差明显减小,走时残差平方和由原来的0.303s降为0.034s,震源位置估算误差在EW方向平均为0.21km,在NS方向平均为0.173km,在垂直方向平均为0.175km;利用广义极性振幅技术（GPAT）方法,计算得到了24个ML≥2.5地震的震源机制解,结果显示,此次震群的震源机制类型绝大部分表现为正断性质,与该区历史地震多为走滑的结果有所差异。结合震区附近的龙门水库蓄水水位和该震群的频度-震级关系分析认为,双柏震群活动与水库蓄水过程密切相关,该震群的发生是龙门水库水体载荷加载而引起正断层产生错动的结果。 相似文献