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1.
以山东郯城1668年大地震为例,以前人地表地质调查结果为约束,利用弹性位错理论初步获取了该地震的同震破裂模型;在此基础上,基于粘弹性分层模型分析了该地震的同震和震后形变,同时以主震断层为接收断层计算了库仑应力分布,进一步讨论了地幔不同粘滞性系数对地表形变和库仑应力变化的影响。计算结果显示,该地震是一个右旋走滑为主兼有一定逆冲性质的地震,其同震位移巨大,能量释放较彻底;同震破裂造成震中郯城县西北、东北和南部部分断层库仑应力增加,而震后形变使得这些断层库仑应力进一步增加,在单县、宿迁和日照等地,地震后350 a库仑应力变化量达到+1bar-+1MPa量级;地幔粘滞性系数不同,形变量和库仑应力变化达到稳定的时间不同,但最终趋于稳定的数值基本一致。  相似文献   

2.
谢世亮  孙玉军 《地球学报》2021,42(5):691-700
2017年在四川茂县松坪沟发生的新磨滑坡造成了重大人员伤亡.除了分析降雨、工程地质等因素外,前人提出地震对滑坡的形成也起到了重要作用,然而目前还缺乏详细的定量分析.本研究根据龙门山地区地壳结构和GPS观测,结合美国地质调查局USGS反演得出的汶川地震同震破裂模型,利用粘弹性分层半无限空间模型(PSGRN/PSCMP程序)计算了汶川地震引起的同震和震后形变及应力场变化,并详细分析了对松坪沟地区的形变和应力.结果表明汶川地震同震破裂造成松坪沟地区发生了明显地表位移,并且震后的粘弹性松弛效应使得变形在该区持续加强.汶川地震同震破裂在松坪沟地区造成的东向位移为26.8～42.3 cm,北向位移为7.4～8.0 cm,该区处于垂向位移上升和下降的过渡地带,变化量为–0.1～1.7 cm;震后9年在同震的基础上东向位移继续增加约2.5 cm,北向位移增加约7.4～8.0 cm,松坪沟的北西段处于垂向位移持续上升区,而南东段处于垂向位移下降区,震后形变造成平均地形梯度增大,有利于滑坡灾害的发生.鉴于松坪沟断裂性质的不确定,汶川地震同震和震后引起的库仑应力改变对其活动性会产生不同的影响.  相似文献   

3.
高精度GPS测量是研究现今地壳运动和地壳形变的重要手段之一。2013年4月20日,龙门山断裂带南段芦山地区（30.3°N,103.0°E）发生了MS 7.0级地震。震后的野外考察表明,芦山地震在震中区没有形成具有构造地质意义的地震地表破裂带。文中根据震中附近监测站（BXB： 30.48°N,102.71°E和BXN：30.26°N,102.84°E）资料,通过对震前、震后的GPS监测数据反演、分析,推断芦山4·20地震发生机理为逆冲错动型地震。GPS监测结果显示,震区的同震位移量为：断裂北侧测站BXB即断层西北盘（上盘）东向同震位移量为34.0 mm,北向同震位移量为-28.2 mm,垂向抬升10.3 mm;断裂南侧测站BXN即断层东南盘（下盘）东向同震位移量为-45.5 mm,北向同震位移量为-25.9 mm,垂向同震位移下沉为67.8 mm。芦山4·20地震使得断层南北向缩短3～6 mm,水平错动位移78～82 mm,断裂垂向错动75～80 mm。  相似文献   

4.
2008年MS 8.0级汶川大地震发生在具有复杂的地质构造背景、强烈的地表起伏、不均匀的弹性和黏性结构的龙门山断裂带上。由于震前地震活动性不够强烈且地表构造变形较小,龙门山断裂带的地震危险性在汶川地震之前被低估。从数值模拟的角度,建立黏弹性有限元模型,考虑了初始地形、重力、构造加载、黏弹性松弛等因素对2008年汶川大地震的孕震、同震及震后150年变形全过程的影响,定量研究了映秀-北川断裂带的同震及震后变形,分析了弹性层、黏弹性层的应力积累、释放、调整的特点,模拟得到地表同震和震后位移与大地测量资料较为吻合,对汶川大地震的余震分布进行了力学上的解释,模拟得到震前、同震及震后的应力变化有助于深入分析大地震的动力学成因及其对周围区域的地震危险性影响。   相似文献   

5.
大地震导致的同震及震后效应,对于分析不同地震之间的相互影响及区域地震危险性等有着重要的作用。文中开发了模拟地震同震及震后效应的三维黏弹性有限元程序,通过计算走滑断层震例（概念性模型）引起的同震及震后效应,并与解析/半解析解进行对比,验证了程序的可靠性。同时基于概念性模型,分析了不同介质参数对同震及震后的地表变形的影响。研究表明,地球介质的横向不均匀性对地震同震位移有显著的影响,而中下地壳上地幔的黏度对震后效应起着主要控制作用。最后将该程序应用于青藏高原东缘,计算分析了2008年MW7.9汶川大地震导致的同震及震后库仑应力变化对2013年MW6.6芦山地震及2017年MW6.5九寨沟地震的影响。结果显示,汶川地震导致的库仑应力变化在芦山地震震源附近（0.013 MPa）及九寨沟地震震源附近（0.009 MPa）都为正值,说明汶川地震可能使得两次地震提前发生。   相似文献   

6.
邵志刚  周朝晖  徐晶  张永久 《地球科学》2014,39(12):1903-1914
通过研究近场强震动记录, 发现汶川Ms8.0地震近场峰值加速度在空间上存在较明显的上盘效应和方向性效应, 与汶川引起的地质灾害空间分布具有较好的一致性.但在所有强震仪所记录的汶川Ms8.0地震同震加速度记录积分所得地壳同震速度中, 有的台站数据存在典型的线性偏移, 有的台站数据除线性偏移外还存在明显的非线性偏移.采用非线性基线改正方法处理汶川Ms8.0强震同震记录, 改正后所得同震位移明显要比线性基线改正更合乎实际情况.以强震动、GPS和InSAR同震位移处理结果做约束, 反演了汶川Ms8.0地震同震位错分布, 对于汶川Ms8.0地震主要同震破裂断裂(北川-映秀断裂), 强震动反演结果不仅较好地刻画了汶川Ms8.0地震同震主断裂上地表破裂空间分布详细变化特征, 同时也较好地反映北端破裂衰减情况, 该结果表明: 强震动资料可以为强震后的救援和灾害评估等工作提供具有参考价值的研究结果; 另一方面, 受数据数量的制约, 用强震动改正后位移反演所得位错分布中仅汉旺断裂南段存在较为明显位错, 强震仪布设时应更多地考虑是否相对均匀地分布在具有发震潜势的断裂周缘, 以期更好地在震后应急救灾中发挥更好的作用.   相似文献   

7.
GPS观测的2001年昆仑山口西MS8.1级地震地壳变形   总被引：19，自引：0，他引：19       下载免费PDF全文
2001年11月14日17时26分,在昆仑山口西青海和新疆交界处发生了MS8.1级强烈地震。震后利用 GPS开展了相对密集的地壳形变观测。计算获得的同震位移表明,地震地壳形变影响范围大致为88°～97°E, 32°～38°N,断层运动具有明显的左旋兼挤压的特点。在昆仑山口附近GPS观测获得的地表破裂两侧的相对左旋 位移量约为2.6m,与地表野外调查获得的该处的地震破裂位移值符合的很好。断裂南侧垂直断裂走向同震位移 量逐渐衰减,位移方向相对稳定。而断裂北侧,同震位移主要集中分布在柴达木盆地南缘,位移方向变化较大,盆 地内部位移量迅速衰减,表明东昆仑断裂北侧柴达木盆地地壳介质性质与其南侧高原腹地有明显不同。GPS观测 得到的震后断层蠕动结果表明,最初两周内断层蠕动位移量就占了观测期(近1年时间)总位移量的47%还要多, 其后半年多的时间内断层蠕动位移量不到观测期总位移量的40%,而余下的近5个月时间断层蠕动位移量只占观 测期总位移量的13%。断层蠕动速率在最初两周内超过130cm/a,到2002年3月11日迅速下降到26cm/a,其后 则逐渐呈线性衰减。区域GPS观测的初步结果同时表明,尽管地震破裂附近断层两侧有较大的相对位移,但东部 甘青川一带相关断层上相对运动不明显,可能说明这一区域仍处在  相似文献   

8.
继2008年汶川8.0级大地震“突然”发生后,2013年4月20日芦山7.0地震的“突然”发生,再一次表明大地震短临监测的重要性和迫切性。芦山地震后,对中国大陆构造环境监测网络（简称“陆态网络”）连续重力台站的重力观测资料进行了处理分析,首次发现震前存在两种不同性质的重力扰动信号,周期分别为8~11 s和6~8 s。其中,周期为8~11 s的重力扰动信号从大震前1天开始逐渐增大,并于震中距大于1 570 km时消失;周期为6~8 s的重力扰动信号从大震前7天开始逐渐增大,能够被所有台站监测到。两种重力扰动信号可能反映了芦山地震孕震过程的两个不同阶段,对进一步揭示芦山地震孕震机制具有重要的参考意义。  相似文献   

9.
通过对2013年"4.20"四川芦山地震前后GPS观测数据的处理,得到地震周围地区GPS测站同震位移及速度矢量场。GPS测站同震位移大小为5.09~51.05mm,平均为14.18mm;GPS测站运动速度为2.64~52.37mm/a,平均为18.89mm/a。利用断裂两侧GPS测站速度矢量差得到了龙门山断裂带南段次级断裂的运动速度,龙门山断裂带南段的后山断裂、中央断裂、前山断裂运动速度大小分别为49.66±3.90mm/a、79.58±3.33mm/a、50.94±3.91/a;中央断裂以右旋挤压为主,而后山断裂、前山断裂表现为左旋拉张的特性。综合分析表明,芦山地震是发生在龙门山断裂带南段东南侧的逆冲型地震,发震构造为前山断裂与新津断裂之间的小断层。芦山地震对周围地区的影响不大,主要集中在龙门山断裂带南段及震中附近区域。  相似文献   

10.
周永胜  戴文浩 《地学前缘》2022,29(1):403-412
大陆浅源地震密集分布层称为地震层,该深度处于石英脆塑性转化带,其变形除受温度控制外,地震周期各阶段变形随应变速率和应力发生变化,从间震期的稳态蠕变转化为同震破裂和震后松弛阶段非稳态蠕变。与间震期长期蠕变相关的野外塑性变形和稳态流变实验研究非常多,而与震后松弛相关的地壳深部脆塑性转化和非稳态蠕变研究非常有限,更缺少非稳态流变的本构方程。震后松弛阶段的断层滑动研究和基于GPS观测数据反演地壳形变研究都依赖于非稳态蠕变实验数据及其流变模型。本文介绍了野外断层脆塑性转化带非稳态流变和高温高压非稳态流变实验研究进展,分析震后松弛阶段断层脆塑性转化带的变形特征与变形模式,讨论了非稳态流变与脆塑性转化带强度定量化研究中存在的问题。  相似文献   

11.
昆仑山大地震震后形变反映的地壳岩石流变特性   总被引：1，自引：0，他引：1  
张晁军  石耀霖  马丽 《岩土力学》2009,30(9):2552-2558
2001年昆仑山地震是我国近50年来最大的地震。用3种模型对震后中国地震局跨断层布设的4个GPS站点记录到显著的震后形变进行了模拟研究。结果表明：单纯的上地壳10 km为滞弹性的模型不能解释震后形变的幅度;30 km的弹性上地壳覆盖在 40 km 的柔性下地壳上的松弛模型可以解释变形速率指数衰减的主要特征;而两个模型的结合不但能解释整 体指数衰减的特征,而且还能更好地拟合震后最初几周的较高形变速率。结果表明,在昆仑山断层两侧存在着流变性质的 差异。  相似文献   

12.
The 26th January 2001 Bhuj earthquake occurred in the Kachchh Rift Basin which has a long history of major earthquakes. Great Triangulation Survey points (GTS) were first installed in the area in 1856–60 and some of these were measured using Global Positioning System (GPS) in the months of February and July 2001. Despite uncertainties associated with repairs and possible reconstruction of points in the past century, the re-measurements reveal pre-seismic, co-seismic and post-seismic deformation related to Bhuj earthquake. More than 25 Μ-strain contraction north of the epicenter appears to have occurred in the past 140 years corresponding to a linear convergence rate of approximately 10 mm/yr across the Rann of Kachchh. Motion of a single point at Jamnagar 150 km south of the epicenter in the 4 years prior to the earthquake, and GTS-GPS displacements in Kathiawar suggests that pre-seismic strain south of the epicenter was small and differs insignificantly from that measured elsewhere in India. Of the 20 points measured within 150 km of the epicenter, 12 were made at existing GTS points which revealed epicentral displacements of up to 1 m, and strain changes exceeding 30 Μ-strain. Observed displacements are consistent with reverse co-seismic slip. Re-measurements in July 2001 of one GTS point (Hathria) and eight new points established in February reveal post-seismic deformation consistent with continued slip on the Bhuj rupture zone.  相似文献   

13.
Gravity Recovery and Climate Experiment(GRACE) observations have been used to de-tect the co-seismic and post-seismic gravity field variations due to the Mw=9.3 Sumatra-Andaman earthquake that occurred on December 26,2004.This article focuses on investigating some gravita-tional effects caused by this huge earthquake.We computed the geoid height changes,the equivalent water height(EWH) changes,and the gravity changes using the GRACE Level-2 monthly spherical harmonic(SH) solutions released by University of ...  相似文献   

14.
We report the results of GPS measurements of post-seismic deformation due to the 2001 Bhuj earthquake in the Kachchh region, western India. The estimated horizontal velocity vectors in ITRF05 are in the range of 48?C49?mm/year in N46?C50°E. The observed velocity at the Gandhinagar permanent site, a far off site from the earthquake source region and probably unaffected by the post-seismic deformation, is 49?±?1?mm/year in N47°E, which is consistent with the predicted motion of Indian plate at Gandhinagar. At other sites in the source region, transient post-seismic deformation is found to be low; it attenuated rapidly within 3?C4?years of the earthquake and is much low now. Our results support the idea that mantle rheology is weak in the region.  相似文献   

15.
Koyna-Warna Region (KWR) is one of the known sites for reservoir triggered seismicity. The continued triggered seismicity over the five decades is restricted to a region of about 600–700 sq. km, which provides a unique opportunity to monitor geophysical anomalies likely to be associated with seismicity of the region. Present study confers temporal gravity changes recorded by gPhone and GRACE satellite and interprets observed changes in conjunction with seismological, geodetic (cGPS) observations and groundwater level measurements. GRACE data suggest that seasonal vertical deformation due to hydrological loading is ～ 2 cm, which corroborates with continuous GPS observations. Seasonal hydrological loading of the region, which is in a phase of reservoir loading, might be influencing the critically stressed KWR leading to the seasonal seismicity of the region. The gPhone gravity data distinctly show co-seismic gravity signals for eight earthquakes of Mw > 2 and gravity anomalies show positive correlation on a logarithmic scale with earthquake released energy. To investigate the cause of gravity changes, an estimate is made for 14th April 2012 earthquake for Mw 4.8 using fault dislocation model. The recorded gravity changes of 189 μGal by gPhone located at a distance of 28 km from the hypocentre is much more than the estimate of ～0.1 μGal calculated for Mw 4.8 Koyna earthquake. Therefore, it is inferred that co-seismic gravity signals for eight earthquakes are primarily caused due to redistribution of mass at shallow depth.  相似文献   

16.
About 60 hydrologic changes in response to the Chi-Chi earthquake with Ms7.6 on September 21, 1999, occurred in 52 wells, including groundwater level, temperature, discharge rate, well pressure and radon, etc., in the subsurface fluid monitoring network. These response changes were mainly co-seismic, but some pre- and post-earthquake changes occurred mainly within 5 days before and after the Chi-Chi earthquake. The response changes of different wells clustering in different tectonic areas showed different features. These changes are distributed in five areas named as A, B, C, D and E. The response changes in A area with short hypo-central distance (less than 550 km) were mainly pre-earthquake changes occurring more than 5 days before the event. Those in area B (in Huanan tectonic block) and C (in Huabei tectonic block) were mainly co-seismic changes. The hypo-central distance is about 1100–1280 and 800–1160 km, respectively. These changes were high-frequency water-level oscillations induced by seismic waves and accompanied by prominent and permanent water-level jumps and drops. There are also some post-seismic changes including discharge rate and water radon and well pressure changes in area C. Those in area D in the Yanshan tectonic block were mainly co-seismic and post-seismic changes including water level, water temperature, and water radon concentration, etc., showing prominent and permanent water-level jumps and drops and rising concentrations of water radon. The hypo-central distance is about 1750–2060 km. Those in Area E were mainly co-seismic changes showing prominent and permanent water-level jump. The hypo-central distance is about 1810–2120 km. Three moderate earthquakes occurred in area D and one strong earthquake occurred in area E 4 months after the Chi-Chi earthquake. The different features of the response changes might be caused by the changes of local hydrologic conditions (like permeability) induced by seismic waves. On the other hand, these response changes might indicate the near-critical conditions in the area where the response changes clustered. Such changes might be understood by the crustal buckling hypothesis. It is thought that the response changes might be a kind of precursor that implies elevated earthquake risk in the region.  相似文献   

17.
The 2002 earthquake sequence of October 31 and November 1 (main shocks Mw = 5.7) struck an area of the Molise region in Southern Italy. In this paper we analyzed the co-seismic deformation related to the Molise seismic sequence, inferred from GPS data collected before and after the earthquake, that ruptured a rather deep portion of crust releasing a moderate amount of seismic energy with no surface rupture. The GPS data have been reduced using two different processing strategies and softwares (Bernese and GIPSY) to have an increased control over the result accuracy, since the expected surface displacements induced by the Molise earthquake are in the order of the GPS reliability. The surface deformations obtained from the two approaches are statistically equivalent and show a displacement field consistent with the expected deformation mechanism and with no rupture at the surface. In order to relate this observation with the seismic source, an elastic modeling of fault dislocation rupture has been performed using seismological parameters as constraints to the model input and comparing calculated surface displacements with the observed ones. The sum of the seismic moments (8.9 × 1017 Nm) of the two main events have been used as a constraint for the size and amount of slip on the model fault while its geometry has been constrained using the focal mechanisms and aftershocks locations. Since the two main shocks exhibit the same fault parameters (strike of the plane, dip and co-seismic slip), we modelled a single square fault, size of 15 km × 15 km, assumed to accommodate the whole rupture of both events of the seismic sequence. A vertical E–W trending fault (strike = 266°) has been modeled, with a horizontal slip of 120 mm. Sensitivity tests have been performed to infer the slip distribution at depth. The comparison between GPS observations and displacement vectors predicted by the dislocation model is consistent with a source fault placed between 5 and 20 km of depth with a constant pure right-lateral strike-slip in agreement with fault slip distribution analyses using seismological information. The GPS strain field obtained doesn't require a geodetic moment release larger than the one inferred from the seismological information ruling out significant post-seismic deformation or geodetic deformation released at frequencies not detectable by seismic instruments. The Molise sequence has a critical seismotectonic significance because it occurred in an area where no historical seismicity or seismogenic faults are reported. The focal location of the sequence and the strike-slip kinematics of main shocks allow to distinguish it from the shallower and extensional seismicity of the southern Apennines being more likely related to the decoupling of the southern Adriatic block from the northern one.  相似文献   

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