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1.
为了评估以震源机制解走向作为影响场长轴方向的适用性,以1970—2020年145个破坏性地震为研究对象,研究各地震的震源机制解走向和极震区长轴方向之间的偏差,发现两者平均差值为17.0°;走滑型、逆断型和正断型地震分别占研究地震总数的56.6%、19.3%和6.2%,其震源机制解走向与极震区长轴方向的平均差值分别为16.4°、16.2°和20.6°;有82.8%的地震的震源机制解走向与极震区长轴走向差值小于30°,说明该方法是可行的。通过统计研究2010—2020年等震线长轴方向明显的50个强震震中附近区域历史强震震源机制解走向与极震区长轴方向差值,结果表明:有13个地震震中30 km范围内有历史强震发生,最近历史强震震源机制解走向与极震区长轴方向差值小于30°的有8个(62%)。如果在距离地震震中30 km以内发生过历史强震,则可以综合考虑距震中最近的历史强震震源机制解走向和活动断裂走向来判定影响场长轴方向。  相似文献   

2.
汶川地震滑坡与影响因素   总被引:2,自引:0,他引:2       下载免费PDF全文
通过结合对汶川地震Ⅶ~Ⅺ烈度区内30 000多平方公里的研究区内中大型滑坡遥感解译,利用地震烈度分区、发震断裂展布等影响因素构建了多个GIS图层,分析了地震滑坡的空间分布与影响因素的相关关系,建立了基于GIS手段的最临近程度方法地震滑坡危险性分析模型。研究表明:⑴整体和每一类型的滑坡频度都随着地震烈度而指数增加,而且面积在10 000~100 000 m2的地震滑坡在各个烈度区都是发生频度最大的;⑵地震滑坡在距离发震断裂较近的地方更为集中,但是在垂直和平行于发震断裂的两个方向上地震滑坡频度的衰减是不相同的,垂直方向较平行方向衰减更快;⑶地震滑坡主要发生在25°~40°坡度范围;⑷地震滑坡主要发生在1.0~1.5 km高程内,约占研究区内滑坡总数量的42%;⑸地震滑坡主要集中在东、东南和南三个方向,约占地震滑坡总数的一半。通过最临近程度方法进行建模对研究区地震滑坡进行危险性分析,结果与实际情况基本相符。  相似文献   

3.
本文介绍了新疆主要逆断层-褶皱构造区的基本特征,并对其潜在震源划分问题进行了初步的讨论。北天山山前推覆构造及乌鲁木齐以南的逆断裂-褶皱构造相对比较简单,由根部断裂、推覆体和前缘逆断裂-褶皱构造所组成;强地震的极震区或地震动的高值区可能位于推覆构造的根部断裂附近,而地震地表破裂和同震地表变形则位于山前逆断层-褶皱带内。南天山的柯坪推覆构造、库车推覆构造、帕米尔东北缘的弧形推覆构造,虽然也由多排逆断裂-褶皱构造带组成,但是其中的规模巨大、发育时间较长的逆断裂-背斜带,往往具备发生强震的条件。强震的极震区分布与地震地表断层位置比较一致,可作为强震的潜在震源。盆地内的新的盲逆断层-褶皱构造也具备发生6.5—7.0 级地震的能力,应作为震级上限为 7.0 级的潜在震源。由于对逆断层-褶皱构造的深浅构造关系及发震模型认识的不足,在潜在震源划分中应考虑这种不确定性。同时在潜在震源区划分中,还应考虑地震构造区的地震活动历史及构造活动性参数。  相似文献   

4.
本文介绍了新疆主要逆断层-褶皱构造区的基本特征,并对其潜在震源划分问题进行了初步的讨论.北天山山前推覆构造及乌鲁木齐以南的逆断裂.褶皱构造相对比较简单,由根部断裂、推覆体和前缘逆断裂.褶皱构造所组成;强地震的极震区或地震动的高值区可能位于推覆构造的根部断裂附近,而地震地表破裂和同震地表变形则位于山前逆断层.褶皱带内.南天山的柯坪推覆构造、库车推覆构造、帕米尔东北缘的弧形推覆构造,虽然也由多排逆断裂.褶皱构造带组成,但是其中的规模巨大、发育时间较长的逆断裂.背斜带,往往具备发生强震的条件.强震的极震区分布与地震地表断层位置比较一致,可作为强震的潜在震源.盆地内的新的盲逆断层.褶皱构造也具备发生6.5-7.0级地震的能力,应作为震级上限为7.0级的潜在震源.由于对逆断层.褶皱构造的深浅构造关系及发震模型认识的不足,在潜在震源划分中应考虑这种不确定性.同时在潜在震源区划分中,还应考虑地震构造区的地震活动历史及构造活动性参数.  相似文献   

5.
用现今小震推断洪洞、临汾两次历史大震的震源断层   总被引:5,自引:1,他引:5  
山西临汾地区是一个历史强震多发区,1303年和1695年发生了洪洞(M=8)和临汾(M=73/4)两次特大地震,这两次地震所在区域至今仍在持续不断的小地震活动,具有明显的大震区地震长期活动特征,我们对临汾无线传输地震台网记录的1987-1999年期间发生的1670次中,小地震重新进行了震源定位,根据对这些地震震源位置三维空间分布特征和震源机解制的分析,认为洪洞地震的震源断层应是长80km,埋深5-26km的NNE走向,高倾角的右旋走滑型断层,而临汾地震的震源断层是长70km,埋深5-22km的NWW走向,高倾角的左旋走滑型断层。这与洪洞,临汾两次大震极震区的等震线及该地区应力场的构造环境是吻合的。  相似文献   

6.
总结了根据应急科考震害调查资料确定的2003年8月16日内蒙古MS5.9地震的震害分布特征, 利用中国数字地震台网(CDSN)的长周期波形资料, 反演确定了该地震的地震矩张量解和震源机制解. 根据震源机制解、 余震分布和震害分布特征, 探讨了震害分布特点与震源机制的关系. 从全球强震记录、 历史地震资料和该地震的震害特点, 讨论了强地面运动的特点与震中区物理背景的关系. 调查表明, 此次地震的极震区呈东西走向, 与震源机制反演结果得到的断层走向一致. 极震区面积相对较大, 单层土木结构和砖木结构的房屋受损较严重, 可能与当地的震源物理环境有一定关系.   相似文献   

7.
1995年云南武定6.5级地震震源断层的三维特征   总被引:7,自引:3,他引:4       下载免费PDF全文
利用1995年武定6.5级地震序列中地震的震源分布、震源机制,从三维空间、时间进程,研究了武定地震的震源断层的空间取向、活动特征.分析结果表明,武定地震的震源断层是隐伏在地下的NWW走向直立的右旋走滑断层,与极震区烈度分布一致.虽然有大规模的NS向汤朗——易门活动断裂纵贯震区,武定6.5级主震的发生与它无关.鉴于强震和浅表地质活断层之间关系的不确定性,需要了解地壳的深部构造.本文提出的方法可以识别地壳深部的震源断层.   相似文献   

8.
汶川地震诱发滑坡的地震动加速度评判标准   总被引:1,自引:0,他引:1  
通过对汶川MS8.0地震强震记录资料的计算分析,给出一个与地震诱发滑坡关系比较密切的地震动加速度参数--最大临界加速度.分析表明,最大临界加速度与地震滑坡的相关性高于峰值加速度,而且可以消除峰值加速度作为判据使用时存在的问题.利用汶川地震强震资料建立了该参数在震区的衰减关系,由衰减关系得到的地震滑坡影响区域与汶川地震滑...  相似文献   

9.
利用P波初动资料,计算2009年11月5日陕西省高陵县ML 4.8地震震源机制解,并从地震现场考察结果分析烈度分布特征.根据地质构造、历史地震活动背景、震源机制、余震分布、极震区长轴方向,分析本次地震的发震构造,研究认为,该地震发生在泾阳—渭南断裂上.  相似文献   

10.
2005年会泽5.3级地震与小江断裂地震活动关系研究   总被引:3,自引:0,他引:3  
根据小江断裂带历史强震资料、近期中小地震活动资料、地震波参数、会泽5.3级地震破裂方向及其序列参数显著异常等,研究了小江断裂带强震活动规律、中强地震丛集活动与断裂构造活动关系、会泽地震后小江断裂及周围地区应力场状态,结果得出:①会泽周围M≥5.0地震丛集活动达10次左右后,小江断裂及周围地区将发生M≥6.7地震;②会泽地震发生后,其附近3级以上中小地震活动空间展布方向与小江断裂北东向深部隐伏次级断裂的方向一致;③会泽地震发生后,其附近中小地震波参数规一化环境剪应力‰值与本次地震序列参数b值异常显著;④会泽地震余震震源较深,90%可测定深度的余震震源深度在16~30km范围内,比震前震源区周围的地震深。  相似文献   

11.
12.
In this study, a detailed database of landslides triggered by the 25 April 2015 Gorkha (Nepal)MW7.8 earthquake is constructed based on visual interpretation of pre- and post-earthquake high-resolution satellite images and field reconnaissance. Results show the earthquake triggered at least 47 200 landslides, which have a NWW direction spatial distribution, similar with the location and strike of the seismogenic fault. The landslides are of a total area about 110km2 and an oval distribution area about 35 700km2. On the basis of a scale relationship between landslide area (A)and volume (V), V=1.314 7×A1.208 5, the total volume of the coseismic landslides is estimated to be about 9.64×108m3. In the oval landslide distribution area, the landslide number density, area density, and volume density were calculated and the results are 1.32km-2, 0.31%, and 0.027m, respectively. This study provides a detailed and objective inventory of landslides triggered by the Gorkha earthquake, which provides very important and essential basic data for study of mechanics of coseismic landslides, spatial pattern, distribution law, and hazard assessment. In addition, the landslide database related to an individual earthquake also provides an important earthquake case in a subduction zone for studying landslides related to multiple earthquakes from a global perspective.  相似文献   

13.
The MS7.0 Jiuzhaigou earthquake in Sichuan Province of 8 August 2017 triggered a large number of landslides. A comprehensive and objective panorama of these landslides is of great significance for understanding the mechanism, intensity, spatial pattern and law of these coseismic landslides, recovery and reconstruction of earthquake affected area, as well as prevention and mitigation of landslide hazard. In this paper, we use the trinity method of space, sky and earth to create a panorama of the landslides triggered by this event. There are 4 roads in the distribution area of the coseismic landslides. The Jinglinghai-Xiamo and Jiudaoguai-Jiuzhaitiantang road sections register the most serious coseismic landslides. The landslides are mainly of moderate-and small-scales, and also with a few large landslides and avalanches. A detailed visual interpretation of the coseismic landslides is performed in two areas of Wuhuahai(11.84km2) and Zharusi-Shangsizhai village(47.07km2), respectively. The results show the overall intensity of landsliding(1088 landslides, a total area 1.514km2) in the Wuhuahai area is much higher than those in the Zharusi-Shangsizhai village area(528 landslides, a total area 0.415km2). On the basis of a scene of post-earthquake Geoeye -1 satellite images, we delineate more than 4 800 coseismic landslides with a total occupation area 9.6km2. The spatial pattern of these landslides is well related with the locations of the inferred seismogenic fault and aftershocks. Widely distributed earthquake-affected weakened slopes, residual loose materials staying at high-position slopes and in valleys have greater possibilities to fail again and generate new landslides or debris flows under the conditions of strong aftershocks or heavy rainfalls in the future. Geological hazard from these events will become one of the most serious problems in the recovery and reconstruction of the earthquake-affected area which should receive much attention.  相似文献   

14.
Strong earthquakes can not only trigger a large number of co-seismic landslides in mountainous areas, but also have an important impact on the development level of geological hazards in the disaster area. Usually, geological hazards caused by strong earthquakes will significantly increase and continue for a considerable period of time before they recover to the pre-earthquake level. Therefore, studying the evolution characteristics of landslides triggered by earthquake is particularly important for the prevention of geological disaster. In this paper, a 66km2 region in Yingxiu near the epicenter of the 2008 MS8.0 Wenchuan earthquake, which was strongly disturbed by the earthquake, was investigated. Firstly, one high-resolution satellite image before the earthquake(April, 2005) and five high-resolution satellite images after the earthquake(June, 2008; April, 2011; April, 2013; May, 2015; May, 2017)were used to interpret and catalog multi-temporal landslide inventories. Secondly, seven primary factors were analyzed in the GIS platform, including elevation, slope, aspect, curvature, stratum, lithology, and the distance from the nearest water system and the distance from seismogenic faults. Finally, the evolution of the landslide triggered by earthquake in this region was analyzed by comparing the landslide activity intensity in different periods, using the methods of correlation analysis, regression analysis, and single-factor statistical analysis. It was found that the total area of landslides in the study region decreased sharply from 2008 to 2017, with the area of the co-seismic landslide reducing from 21.41km2 to 1.33km2. This indicates that the magnitude of the landslides has recovered or is close to the pre-earthquake level. Moreover, correlation analysis shows that the elevation has a strong positive correlation with the distance from the nearest water system, and a weak positive correlation with the area. Meanwhile, there is a weak negative correlation between the distance from the nearest water system and the distance from seismogenic faults. Overall, the degree of landslide activity in the study region decreased over time, as well as the number of reactivated landslides and new landslides. The region where the area of earthquake triggered landslides decreased mainly concentrated at an elevation of 1 000m to 2 100m, a slope of 30° to 55°, an aspect of 40° to 180°, and a curvature of -2 to 2. In addition, the lithology of the Pengguan complex in the Yingxiu study region is more conducive to the occurrence of landslides, while the sedimentary rock is more conducive to the landslide recovery. When the distance from the nearest water system is more than 1 600m, the effect of the water system on the landslides gradually decreases. Also, the landslides triggered by Wenchuan earthquake in this area have the characteristics of the hanging wall effect, which means, the number of landslides in the northwestern region is much higher than that in the southeast side.  相似文献   

15.
A complete understanding to the disasters triggered by giant earthquakes is not only crucial to effectively evaluating the reliability of existing earthquake magnitude, but also supporting the seismic hazard assessment. The great historical earthquake with estimated magnitude of M8.5 in Huaxian County on the 23rd January 1556, which caused a death toll of more than 830 000, is the most serious earthquake on the global record. But for a long time, the knowledge about the hazards of this earthquake has been limited to areas along the causative Huashan piedmont fault(HSPF) and within the Weihe Basin. In this paper, we made a study on earthquake triggered landslides of the 1556 event along but not limited to the HSPF. Using the high-resolution satellite imagery of Google Earth for earthquake-triggered landslide interpretation, we obtained two dense loess landslides areas generated by the 1556 earthquake, which are located at the east end and west end of the HSPF. The number of the interpreted landslides is 1 515 in the west area(WA), which is near to the macro-epicentre, and 2 049 in the east area(EA), respectively. Based on the empirical relationship between the landslide volume and area, we get the estimated landslide volume of 2.85~6.40km3 of WA and EA, which is equivalent or bigger than the value of ~2.8km3 caused by Wenchuan earthquake of MW7.9 on 12th May 2008. These earthquake triggered landslides are the main cause for the death of inhabitants living in houses or loess house caves located outside of the basin, such as Weinan, Lintong, Lantian(affected by WA) and Lingbao(affected by EA). Our results can help deeply understand the distribution characteristics of coseismic disaster of the 1556 Huaxian earthquake to the south of Weihe Basin, and also provide important reference for the modification of the isoseismals.  相似文献   

16.
Study of historical earthquake is one of the important methods to understand the seismic activities and analyze the seismogenic faults. On the May 25th, 1568 AD, a destructive earthquake occurred to the northeast of the present-day city of Xi'an, Shaanxi Province. Because this earthquake happened shortly after the 1556 M8 earthquake and was regarded as an aftershock, it has received little attention in previous studies. Previous earthquake catalogue agreed in assigning a magnitude 6 3/4 to this earthquake but had different epicentral locations and seismic intensity, and the seismogenic structure remains ambiguous. Based on textual research of historical earthquake and field investigation, the Jingyang County, Gaoling County, and Xianning County, were the worst hit area by the earthquake, and the areas, including Yongle Town, Gaozhuang Town at southeastern Jingyang County to Gaoling County and its southeastern present-day Jijia and Zhangbu, should be the mesoseismal area of this earthquake. The epicenter intensity of this earthquake is Ⅸ+(9~10 degrees), and the magnitude is estimated to be 7. The isoseismal lines were drawn to exhibit the various intensities of the areas damaged during the event, with its major axis directed NWW. Intensities reached Ⅸ+ in the zone extending west-northwest parallel to the Weinan-Jingyang Fault. This fault, characterized by a normal fault that developed during the Cenozoic extensional history of the Weihe Basin, dipping to the north at an angle of 60°~80°, is one part of the southern boundary faults in Weihe graben. There are geomorphological and geological evidences of recent activity of the fault during (180±30)a BP to (1 600±30)a BP. At T1-T2 fluvial terraces on the north bank of Weihe River, the scarps were faulted during Ming Dynasty, and sandy soil liquefaction, dense structural tensional fissures and faulted strata are noted in stratigraphic profiles and trenches. Thus, we suggest that this fault can reliably be regarded as being active during Holocene, and re-name the earthquake as the Shaanxi Gaoling earthquake.  相似文献   

17.
吕超甲  刘雷  周晓成  杜建国  易丽 《地震》2017,37(1):52-60
根据氢、 氧、 氦同位素与水化学组分资料, 讨论了甘肃东南地区温泉水的来源、 地球化学变化及其与2008年汶川MS8.0地震的关系。 测定结果表明: 样品的溶解性固体总量(TDS)范围为241.7~2 372.1 mg/L。 采集的7处温泉(通渭汤池河温泉、 清水地震台、 天水地震台、 武山地震台、 武山22号井、 成县地震台、 武都地震台)水样可归为四种化学类型: Na·Ca-SO4、 Ca·Mg-SO4、 Na-HCO3·SO4、 Ca·Mg-SO4·HCO3。 地下热水的化学类型与裂隙深度和围岩的岩性有关, 离子浓度和断裂深度基本成正相关。 通渭汤池河温泉和武都地震台的δ18O和δD值分别在-11.4‰ ~ -7.6‰和-85.7‰ ~ -57.1‰的范围内, 通渭汤池河温泉和武都地震台中3He/4He的值分别为0.4×10-7和12.7×10-7。 氢、 氧、 氦同位素组成特征表明温泉水源于大气降水, 在循环过程中经历了水岩反应, 且可能有地表水的混入。 2008年汶川MS8.0地震发生后, 研究区域内温泉水中K+、 Ca2+含量总体上升, SO2-4、 Cl-含量总体下降, Na+含量变化不明显; 热水循环深度受地震影响发生变化。 本文确定了甘肃东南地区温泉来源、 水化学类型成因及其与汶川MS8.0地震的关系。  相似文献   

18.
Abstract The Chi‐chi earthquake (MS = 7.7), which occurred in September 1999, seriously damaged central Taiwan. Approximately 2 years later (July 2001), the Toraji typhoon brought a heavy rainstorm (650 mm rain/day) and triggered widespread landslides in central Taiwan and parts of eastern Taiwan. Approximately 10 000 Chi‐chi earthquake‐induced landslides and 6000 Toraji typhoon‐related mass movements were delineated in an area of 2400 km2 using Satellite Pour l’Observation de la Terre (SPOT; French earth resource satellite) images. The landslide distribution could be closely related to the distribution of peak ground acceleration registered during the Chi‐chi earthquake. The study area was composed of Tertiary sedimentary and metamorphic rocks, whose age and induration increased eastward. The earthquake‐induced landslides were mostly distributed in the region between the Chelungpu Fault and the Lishan Fault to the east, whereas they were few in the region east of the Lishan Fault. The Toraji typhoon in 2001 severely damaged both regions that had been shattered by the Chi‐chi earthquake in 1999. The occurrence of earthquake‐induced landslides can be correlated with epicentral distance, and their occurrence has more influence from the rock type than from the ground motion.  相似文献   

19.
用大地测量资料反演的1976年唐山地震的位错模式   总被引:36,自引:2,他引:36       下载免费PDF全文
运用反演理论探讨了由“零频”资料反演大地震震源模式的基本原理和方法,并用大地测量资料反演了1976年唐山7.8级地震的位错模式。得到的结果表明唐山地震的发震构造是一个总体走向为北东49°的右旋-正断层,断层面倾向南东,倾角76°。这个地震的断层长84公里,宽34公里,走向滑动错距459厘米,倾向滑动错距50厘米,地震矩4.3×1027达因-厘米,应力降29巴,应变降4.3×10-5,释放的能量3.7×1023尔格。由形变资料反演的平均错距和地震矩远大于由地震波资料定出的平均错距(270厘米)和地震矩(1.8×1027达因-厘米),它表明在地震区的地壳内震前可能已经发生了无震滑动--断层蠕动。无震滑动的规模比主震还要大一些,它的矩估计约为2.5×1027达因-厘米。唐山地震前虽然没有前震,但是却有规模这么大的“震前蠕动”,这可能是唐山地震与其他许多有前震的地震(如海城地震)的根本区别,它的许多与别的地震不同的前兆可能与此有关。  相似文献   

20.
The Eastern Himalayan Syntaxis(EHS)is a critical region for studying the tectonic evolution of Tibetan plateau, which was affected by the intense seismic activities. We use the theory of moment balance, GPS velocities and historical earthquake records to analyze the moment deficits in the EHS, assess the future seismicity and further to predict the recurrence interval of the 1950 Chayu MS8.6 earthquake. We first collected multiple sets of GPS velocity fields and combined them to reduce the systematic bias. Then a micro-blocks model, constrained by GPS velocities, was built by TDEFNODE software to simultaneously invert the fault elastic strain parameters and rigid motion parameters based on the grid research and simulated annealing methods. The long-term slip rates on the faults were further estimated by the differential motions between the neighboring blocks. The results show that the nearly NS dextral strike-slip faults, Naga Fault and Sagaing Fault, slip with the average rates of ~10.6 and ~16.6mm/a, which are consistent with the lateral extrusion in the Tibetan plateau. However, the Main Frontal Thrust shows a distinguished sinistral strike-slip feature(6~10mm/a), possibly caused by the NNE pushing from the Indian plate to the Eurasian plate. On the other hand, because the EHS is located in frontal area of the collision between Indian and Eurasian plate, most faults show thrusting feature. The most obvious one is the Mishimi Fault, slipping with the rate of 23.3mm/a, implying that the convergence rate of the Indo-European plates is largely absorbed by this fault. The moment accumulation rate in the EHS is higher than the average rate in the Tibetan plateau and the total moment accumulation is(1.15±0.03)×1022 N·m in the last 200a. About 59.7% and 21.6% of the moment accumulation rate concentrate on the Main Frontal Thrust and Mishimi Fault. Second, we selected the earthquake records occurring on the upper crust since 1800AD to analyze the moment release in the EHS based on the data from the International Seismological Centre, United States Geological Survey, and catalogue of historical strong earthquakes in China and some other previous studies. In addition, the Global Centroid Moment Tensor Project and linear regression method were adopted to estimate the relationship between body wave magnitude(mb), surface wave magnitude(MS), local magnitude(ML)and the moment(M0). Then we further estimated the total fault moment release in the EHS, (5.50±2.54)×1021N·m, which is significantly lower than the total moment accumulation. About 79.2% of the moment release occurs on the Mishimi Fault, this is because the 1950 MS8.6 Chayu earthquake is assumed to have ruptured on this fault. Finally, the present-day moment deficits on the faults in the EHS were calculated by the differences between the moment accumulation and release, which represent the possibility to produce earthquakes on the upper crust faults in the future. The largest moment deficit was found on the Main Frontal Thrust near Bhutan, which is able to rupture with MW8.1+. Similarly, earthquakes with MW7.5+ and MW7.3+ have the potentials to occur on the Naga Fault and the Jiali Fault near Tongmai. However, the future earthquake scales may be less than MW7.1 on the remaining faults. Moderate minor earthquakes are the main activity in the area near the Yarlung Zangbo Suture zone and the southern Sagaing Fault. Although the Chayu MS8.6 earthquake occurred near the Mishimi Fault and the eastern MFT, the earthquake risk on those two faults cannot be ignored. Meanwhile, no matter which fault produced the Chayu earthquake, its recurrence will likely be 660a to 1 030a.  相似文献   

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