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1.
大地震发生之后通常会诱发一系列的余震序列,对比1976年MS7.8唐山大地震和2001年MS8.1昆仑山大地震周边区域的地震事件可以看出,唐山大地震余震活动时间要明显长于昆仑山大地震余震活动时间.余震序列往往与震后形变密切相关,而影响震后形变的因素不仅与地震发震断层和震级有关,同时与岩石圈的结构有关.考虑到唐山大地震的发震区华北地块和昆仑山大地震的发震区青藏高原有着较大的岩石圈结构差异,本文采用PSGRN/PSCMP软件计算了岩石圈分层模型的大地震同震和震后形变,分析了地壳弹性模量、弹性厚度以及黏滞性系数对同震和震后形变的影响,进而讨论了影响唐山地震和昆仑山地震余震序列差异的原因.计算结果显示,震后形变会在黏弹性效应的作用下逐渐调整,震后形变的持续时间与地壳弹性模量、地壳弹性厚度和下地壳黏滞性系数有关.上地壳和下地壳弹性模量越大,震后形变达到稳定值的时间越短,弹性模量对震后形变稳定值影响很小.地壳弹性厚度越大,震后形变达到稳定值的时间越短,当断层面底端深度小于地壳弹性厚度时,地壳弹性厚度的增加会引起震后形变稳定值的减小;下地壳厚度对震后形变达到稳定值的时间和稳定值基本无影响.下地壳黏滞性系数越大,震后形变达到稳定值的时间越长,反之亦然.结合唐山地震区的华北地块和昆仑山地震的青藏高原深部结构发现,两者之间的上地壳弹性模型差别不大,唐山地震区地壳弹性厚度略大于昆仑山地震区,但昆仑山地震区下地壳黏滞性系数明显低于唐山地震区.这些因素均决定了昆仑山地震的震后形变持续时间短(余震时间序列短)而唐山地震的震后形变持续时间长(余震时间序列长).由此可见,岩石圈结构差异可能是导致唐山地震和昆仑山地震余震序列差异的主要因素之一.  相似文献   

2.
Using global positioning system (GPS) technology, significant postseismic surface displacements were observed within the first 4 months after the 2001 Mw 7.8 Kunlun earthquake which occurred in China. In this study, we investigated the mechanisms that may have possibly contributed to the postseismic deformations that have been observed. Based on the modeling results, we find that an afterslip model can interpret postseismic displacements in the near field even when the fault plane is extended to the bottom of the crust (~70 km). Models based on the viscoelastic relaxation theory showed a large discrepancy in the spatial pattern of the deformation compared with what has been observed. Thus, we infer that both mechanisms cannot interpret the observed postseismic deformation independently. A combination of afterslip and viscoelastic relaxation can further improve the data fit, especially at sites far from the fault. With maximum afterslip of ~0.4 m occurring at a depth of 10 km in the central section, the combined model shows that the estimated afterslip occurred mostly on and below the coseismic rupture plane, as well as on its eastern extension. The estimated moment released by the afterslip in the first 4 months is almost 40% of that released by the coseismic slip. The best-fitting viscoelastic relaxation model shows a “weak” upper mantle with a viscosity of ~1.0 × 1018 Pa s. The combined model also suggests the existence of a lower crust with viscosity larger than 1.0 × 1018 Pa s, although it cannot be constrained accurately.  相似文献   

3.
Due to its location on a transtensional section of the Pacific-North American plate boundary, the Salton Trough is a region featuring large strike-slip earthquakes within a regime of shallow asthenosphere, high heat flow, and complex faulting, and so postseismic deformation there may feature enhanced viscoelastic relaxation and afterslip that is particularly detectable at the surface. The 2010 \(M = 7.2\) El Mayor-Cucapah earthquake was the largest shock in the Salton Trough since 1892 and occurred close to the US-Mexico border, and so the postseismic deformation recorded by the continuous GPS network of southern California provides an opportunity to study the rheology of this region. Three-year postseismic transients extracted from GPS displacement time-series show four key features: (1) 1–2 cm of cumulative uplift in the Imperial Valley and \(\sim\)1 cm of subsidence in the Peninsular Ranges, (2) relatively large cumulative horizontal displacements \(>\)150 km from the rupture in the Peninsular Ranges, (3) rapidly decaying horizontal displacement rates in the first few months after the earthquake in the Imperial Valley, and (4) sustained horizontal velocities, following the rapid early motions, that were still visibly ongoing 3 years after the earthquake. Kinematic inversions show that the cumulative 3-year postseismic displacement field can be well fit by afterslip on and below the coseismic rupture, though these solutions require afterslip with a total moment equivalent to at least a \(M = 7.2\) earthquake and higher slip magnitudes than those predicted by coseismic stress changes. Forward modeling shows that stress-driven afterslip and viscoelastic relaxation in various configurations within the lithosphere can reproduce the early and later horizontal velocities in the Imperial Valley, while Newtonian viscoelastic relaxation in the asthenosphere can reproduce the uplift in the Imperial Valley and the subsidence and large westward displacements in the Peninsular Ranges. We present two forward models of dynamically coupled deformation mechanisms that fit the postseismic transient well: a model combining afterslip in the lower crust, Newtonian viscoelastic relaxation in a localized zone in the lower crust beneath areas of high heat flow and geothermal activity, and Newtonian viscoelastic relaxation in the asthenosphere; and a second model that replaces the afterslip in the first model with viscoelastic relaxation with a stress-dependent viscosity in the mantle. The rheology of this high-heat-flow, high-strain-rate region may incorporate elements of both these models and may well be more complex than either of them.  相似文献   

4.
本文采用分层黏弹性介质模型, 模拟了2015年4月25日尼泊尔MS8.1地震产生的同震和震后地表位移场, 计算了尼泊尔大地震引起的青藏高原及其周缘主要断裂上的同震和震后库仑应力变化。 地表位移场结果显示, 此次尼泊尔8.1级地震对中国大陆的影响区域主要是拉萨地块和羌塘地块, 对拉萨块体的影响主要表现为水平向南朝喜马拉雅构造带的汇聚作用, 垂直同震位移以下降为主, 震后以上升为主。 静态库仑破裂应力变化的计算结果显示, 尼泊尔大地震对青藏块体中南部的拉张性断层影响最为显著, 其中, 使尼泊尔地震北部的拉张断层的库仑应力显著增加, 个别断层库仑应力增加量超过0.01MPa, 而使其两侧的拉张断层库仑应力明显降低; 对青藏块体中部的走滑断裂则以正影响为主; 另外, 对南北地震带主要以负影响为主, 但量值微小。  相似文献   

5.
郝明  沈正康  王庆良 《地震学报》2010,32(5):557-569
根据1990年青海共和地震震后地表垂直形变,通过模型拟合得到了支配共和地区震后形变场时空演化的形变源及其力学机制.分析穿过断层的震前1期和震后6期水准数据,结果表明震后垂直形变具有以下特征:①震后震区上盘继续发生继承性的大幅度上升,其中震后头一年上升速率最大;②震后上升区范围显著,范围随时间变化不大,但较同震形变上升区范围增大;③震后相邻测站高差观测值的时间序列明显具有对数衰减特征或指数衰减特征,衰减特征时间分别为0.165年和1.344年.本文还发展了一个利用水准数据与连续介质位错模型研究震后形变机制的新方法.该方法用相邻水准点之间的原始高差观测值而非它们相对参照点的积分值来约束连续介质位错模型,可以有效减少误差累积带来的偏差并充分利用观测数据.利用这一方法的初步分析结果表明,断层震后滑移和介质黏弹性松弛共同导致了共和地震震后形变.前者表现为发生在断层面及其延伸部分的滑移,特别是位于主破裂上方沉积层内的滑移;后者则表现为下地壳与上地幔内的黏弹性松弛,黏滞系数为1020Pa.s量级.  相似文献   

6.
Continuous measurements at the Kuril GPS network since 2006 have revealed anomalous coseismic and postseismic displacements of the Earth’s crust, which accompanied the great 2006–2007 earthquake doublet in the central Kuriles and were observed during 2.5 years after the events. Prior to the earthquakes, all observation sites of the Kuril network were moving towards the continent due to the subduction deformation of the continental margin. After the events, the direction of displacement had changed to the opposite direction at the stations located on the Matua, Ketoy, and Kharimkotan Islands, which were the nearest to the seismic events, and experienced a significant turn on the Urup Island nearby. Modeling of postseismic viscoelastic relaxation of strains in the asthenosphere suggested an acceptable explanation for the long-term anomalous offsets revealed. By solving the corresponding inverse problems, we estimated the viscosity of the upper mantle and constrained the slip distribution of the 2006 Simushir earthquake.  相似文献   

7.
In the first part of the paper, a new method was developed for solving the inverse problem of coseismic and postseismic deformations in the real (imperfectly elastic, radially and horizontally heterogeneous, self-gravitating) Earth with hydrostatic initial stresses from highly accurate modern satellite data. The method is based on the decomposition of the sought parameters in the orthogonalized basis. The method was suggested for estimating the ambiguity of the solution of the inverse problem for coseismic and postseismic deformations. For obtaining this estimate, the orthogonal complement is constructed to the n-dimensional space spanned by the system of functional derivatives of the residuals in the system of n observed and model data on the coseismic and postseismic displacements at a variety of sites on the ground surface with small variations in the models. Below, we present the results of the numerical modeling of the elastic displacements of the ground surface, which were based on calculating Green’s functions of the real Earth for the plane dislocation surface and different orientations of the displacement vector as described in part I of the paper. The calculations were conducted for the model of a horizontally homogeneous but radially heterogeneous selfgravitating Earth with hydrostatic initial stresses and the mantle rheology described by the Lomnitz logarithmic creep function according to (M. Molodenskii, 2014). We compare our results with the previous numerical calculations (Okado, 1985; 1992) for the simplest model of a perfectly elastic nongravitating homogeneous Earth. It is shown that with the source depths starting from the first hundreds of kilometers and with magnitudes of about 8.0 and higher, the discrepancies significantly exceed the errors of the observations and should therefore be taken into account. We present the examples of the numerical calculations of the creep function of the crust and upper mantle for the coseismic deformations. We also demonstrate the results of estimating the ambiguity of the models of postseismic deformations in the vicinity of the source of the Great Tohoku earthquake of March 11, 2011, which were obtained by the method of orthogonalization described in the first part of the paper.  相似文献   

8.
Significant postseismic deformation of the 2008 M W 7.9 Wenchuan earthquake has been observed from GPS data of the first 14 days after the earthquake. The possible mechanisms for the rapid postseismic deformation are assumed to be afterslip on the earthquake rupture plane and viscoelastic relaxation of coseismiclly stress change in the lower crust or upper mantle. We firstly use the constrained least squares method to find an afterslip model which can fit the GPS data best. The afterslip model can explain n...  相似文献   

9.
龙门山断层地震周期及其动力学过程模拟研究   总被引:1,自引:1,他引:0       下载免费PDF全文
在断层面上引入速率-状态相依摩擦本构关系、考虑铲形逆冲断层几何结构特征、断层下盘和上盘中下地壳及上地幔为黏弹性介质、上盘上地壳为弹塑性介质,本文用二维有限元动力学模型模拟了龙门山断层上大震准周期复发行为、分析了断层上地震孕育位置、地震周期不同阶段的应力/应变场演化特征.不同于近垂直走滑断层上的地震周期行为,大陆铲形逆冲断层上的构造应力的积累和释放过程更复杂、有其独特性.我们得到如下认识:(1)铲形逆冲断层上的地震复发是准周期行为.(2)龙门山断层最大库仑应力位于断层17~20 km深处,应力长期积累和同震释放都在此深度最大,说明地震会在此处孕育、发动.(3)在断层破裂的深部和浅部,同震滑动大小和构造应力释放大小并非同步,而是差异悬殊.(4)地震仅部分释放区域积累的应变能,断层上盘上地壳顶部和底部的褶皱、破裂等永久变形形式也是释放应变能的重要形式.(5)应变能密度增量的演化图像分为:震间、同震、震后期,清晰反应了龙门山断层附近的地震动力学过程.(6)地震发生除释放能量外,同时也对近断层的中地壳和断层底部有很大的应变能加载;这些加载,在震后期可能通过震后滑移、余震或中下地壳乃至上地幔的驰豫形变用几十年时间释放.以上对大陆内铲形逆冲断层上变形特征的了解,有助于我们在其地震周期行为中评估地震危险性.  相似文献   

10.
2008年3月21日新疆于田发生Ms7.3级地震.本文通过处理、分析GPS数据,得到破裂断层北侧100 km附近的同震位移及震后形变信息.在观测区域GPS点监测到10 mm左右的同震位移,其中最大为南向14 mm,东向5 mm.同震位移呈现一致性的东南向运动特征,证实于田地震存在显著的左旋走滑分量.震后台站向西南方向运...  相似文献   

11.
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   

12.
王丽凤  刘杰  赵金贵  赵静 《地震》2013,33(4):238-247
本文基于日本GEONET的GPS观测资料, 对日本2011年9.0级地震的同震和震后形变过程进行了研究。 结果表明, 日本9.0级地震使中国大陆出现了显著的同震位移, 几乎对整个中国大陆都有影响。 位移量在中国东北地区最大, 接近甚至超过该地区的年运动速率。 震后1年观测到的形变基本上可由沿着断层面的蠕滑进行模拟, 粘弹松弛的贡献不大。 根据所得到的震后蠕滑模型, 震后1年形变所释放的能量等同于发生一个8.7级地震, 其影响主要在东部地区, 最大位移约为年运动速率的30%。 预测在未来2年, 该地震的影响范围将逐渐减小。 地震造成的粘弹松弛在未来50~100年的尺度上, 对东北地区有拉张效应。 日本9.0级地震整体上起到了卸载中国大陆在板块间挤压过程中所累积应变能的作用, 因此该地震发生后的几个月, 中国大陆东部的地震活动水平较震前明显降低。  相似文献   

13.
1976年唐山地震震时和震后变形的模拟   总被引:16,自引:1,他引:16       下载免费PDF全文
本文采用三维粘弹性有限元方法拟合唐山地区1976-1985年观测到的地震震时和震后的水平与垂直地形变,反演华北板块下方深部物质的流变学性质.模型采用多层弹性覆盖层与线性粘弹性层的有限块体,发展断层面上存在着位错运动,并用正交设计法拟合观测数据.模拟计算表明,华北板块下方软流层粘度为7.1×1018Pa·s;上地幔粘度为2.1×1019Pa·s.  相似文献   

14.
—We constructed a three-dimensional finite element model to simulate coseismic and postseismic displacement and stress fields associated with the 1993 Kushiro-oki earthquake, which was a very large intermediate-depth earthquake that occurred within the subducted Pacific plate at a depth of 107 km beneath the southeastern part of Hokkaido, Japan. Taking the configuration of the subducted Pacific plate into account, we constructed a realistic model with lateral heterogeneity of viscoelastic structure. We assigned a variable slip distribution to the fault plane, which was obtained from inversion analysis of near-field seismic waveforms. The result shows that elastic deformation associated with the faulting reflects the assigned inhomogeneous slip distribution on the fault plane near the fault region, while it does not reflect the distribution on the free surface of the model. The calculated postseismic deformation does not reflect the slip distribution, but shows symmetric spatial patterns concerning the dipping direction of the fault both near the fault region and on the model surface. For the next 20 years following the earthquake, the amount of the calculated deformation is a fraction of the coseismic deformation. The calculated coeseismic deformation is large just above and below the fault plane, reaching 1 m, while the postseismic deformation is dominant near the upper and lower material boundaries between the subducted plate and the surrounding asthenosphere. The spatial distribution of maximum shear stress near the fault plane corresponds to the assigned slip distribution, amounting to 32 MPa. The directions of principal stress-change axes represent reverse fault type in the SSE region of the fault, whereas normal fault type is dominant in the NNW region with the exception of some asymmetrical spatial patterns of the principal stress-change axes on the fault due to the inhomogeneous slip distribution. Time variations both in the amount and the directions of stresses are minor, suggesting that the coseismic state of the stress would remain unchanged for two decades after the event.  相似文献   

15.
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   

16.
2010年4月14日青海玉树MS7.1地震发生在青藏高原东南部甘孜-玉树地震带,在震后7~10天内,我们快速建立了由15个GPS测站组成的跨地震破裂带观测剖面,包括1个连续站,3个半连续站和11个流动站,对所有站进行了240多天的观测,获取了该次地震的震后形变时空特征.采用欧拉矢量和位错模型解算了背景速度场,并从GPS观测的形变场中扣除该分量.采用分层黏弹性位错模型计算余震引起的地表形变,结果表明余震对部分测站的位移造成不可忽视的影响.采用对数模型拟合位移时间序列,表明特征衰减时间为6.7±1.2天.利用最速下降法反演震后余滑时空分布,反演结果表明震后断层活动以左旋滑动为主,断层南盘具有少量的抬升.在空间分布上,余滑主要位于同震破裂区的两侧,西北侧的余滑几乎达到地表,而东南区的余滑基本在同震破裂区的下方,余滑最大的区域位于结古镇东南下方10~20 km的深度范围.随着震后离逝时间的增加,2个余滑区在空间上保持不变,余滑区的面积逐渐扩大.余滑的矩释放为(1.5~5.1)×1018Nm,相当于1个MW6.1~6.4地震释放的能量.分层岩石圈黏弹性模型计算的地壳孔隙弹性反弹形变与地表观测值相差较大,不能解释观测到的震后变形.采用麦克斯维尔流变体模型计算下地壳和上地幔松弛引起的地表形变,显示出其对地表形变的贡献较小.GPS观测得到的震后形变所具有的快速衰减特征,以及余滑模型能够较好地拟合GPS地表形变,表明2010年玉树MS7.1地震后早期阶段的地壳形变主要是由余滑机制决定的.  相似文献   

17.
北京时间2021年5月22日02时04分,在青海省果洛藏族自治州玛多县发生Mw7.3地震.本文利用震中及邻区2009-2021年GNSS观测资料,研究了此次地震的区域孕震环境、同震和震后初期的变形特征.首先,给出了较高空间分辨率的GNSS速度场,表明震中及其邻区的构造活动以左旋剪切为主,巴颜喀拉块体南北两侧的相对运动是...  相似文献   

18.
Summary The formulas for the elastic residual field of a very long strike-slip fault in a multilayered elastic half-space are given. It is assumed that the medium is made up ofn parallel, isotropic and homogeneous layers lying over an isotropic, homogeneous half-space and being in welded contact. The formulas which allow the calculation of the displacement and stress fields due to an arbitrary very long strike-slip fault are derived. The explicit expressions of coefficients which appear in these formulas are listed for the casesn=1 andn=2.  相似文献   

19.
Constructing detailed models for postseismic and coseismic deformations of the Earth’s surface has become particularly important because of the recently established possibility to continuously monitor the tectonic stresses in the source zones based on the data on the time variations in the tidal tilt amplitudes. Below, a new method is suggested for solving the inverse problem about the coseismic and postseismic deformations in the real non-ideally elastic, radially and horizontally heterogeneous, self-gravitating Earth with a hydrostatic distribution of the initial stresses from the satellite data on the ground surface displacements. The solution of this problem is based on decomposing the parameters determining the geometry of the fault surface and the distribution of the dislocation vector on this surface and elastic modules in the source in the orthogonal bases. The suggested approach includes four steps: 1. Calculating (by the perturbation method) the variations in Green’s function for the radial and tangential ground surface displacements with small 3D variations in the mechanical parameters and geometry of the source area (i.e., calculating the functional derivatives of the three components of Green’s function on the surface from the distributions of the elastic moduli and creep function within the volume of the source area and Burgers’ vector on the surface of the dislocations); 2. Successive orthogonalization of the functional derivatives; 3. Passing from the decompositions of the residuals between the observed and modeled surface displacements in the system of nonorthogonalized functional derivatives to their decomposition in the system of orthogonalized derivatives; finding the corrections to the distributions of the sought parameters from the coefficients of their decompositions in the orthogonalized basis; and 4. Analyzing the ambiguity of the inverse problem solution by constructing the orthogonal complement to the obtained basis. The described approach has the following advantages over the method of steepest descent which was used in our previous works: 1. Application of the perturbation method significantly reduces the volume of the computations in the real problems of coseismic and postseismic deformations (by three to four orders of magnitude when the data from a few dozens of observation points are used); 2. In contrast to the method of steepest descent, the suggested method always provides stable results. This means that adding the new satellite data does not alter the previously calculated coefficients in the low-order harmonics of the distributions of the sought parameters in the orthogonalized basis; this only changes the coefficients of the increasingly higher harmonics which determine the smallscale details in the sought distributions. 3. In contrast to the method of steepest descent, the suggested method is not only capable of constructing stable partial solutions of the inverse problem but also estimating the ambiguity of these solutions. The ambiguity is represented in terms of the superposition of the known functions contained in the orthogonal complement and, hence, with the growth of the amount of the analyzed data it is determined by the linear combination of the increasingly higher harmonics. In the second part of the paper, we present the results of the model numerical computations of Green’s function for the elastic displacements of the ground surface, which correspond to the case of the arbitrary geometry of the dislocation surface and arbitrary orientation of the dislocation vector for the real model of the radially heterogeneous gravitating Earth with the hydrostatic distribution of the initial stresses. The numerical calculations of the creep function in the upper mantle for the coseismic deformations and the ambiguity of the models of postseismic deformations in the vicinity of the source of the Great Tohoku earthquake (Japan) of March 11, 2011 are illustrated by the examples.  相似文献   

20.
采用能够综合协调长期变形和震后短期变形的Burgers流变模型,模拟了1976年唐山强震群引起的震后形变场以及同震和震后库仑应力变化。结果显示:1976年唐山强震群中主震的两个破裂面以及滦县和宁河两次强余震均对2020年古冶5.1级地震表现为库仑应力加载。岩石圈粘弹性松弛效应引起的库仑应力变化显示,震后15年前后,库仑应力演化状态呈现显著的差异性:震后15年内,库仑应力变化剧烈;而震后15年后,库仑应力呈现缓慢的稳定增加状态。该过程与唐山强震群余震区地震活动过程相似,可能暗示1976年唐山强震群余震区应力调整过程已基本稳定。  相似文献   

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