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1.
The Fodongmiao-Hongyazi Fault is a Holocene active thrust fault, belonging to the middle segment of northern Qilianshan overthrust fault zone, located in the northeastern edge of the Tibet plateau. The Hongyapu M7(1/4) earthquake in 1609 AD occurred on it. A few paleo-seismology studies were carried out on this fault zone. It was considered that four paleoearthquakes occurred on the Fodongmiao-Hongyazi Fault between(6.3±0.6) ka BP and(7.4±0.4) ka BP, in(4.3±0.3) ka BP, in(2.1±0.1) ka BP and in 1609 AD. The occurrences of the earthquakes suggested the quasi-periodic characteristic with a quasi-periodic recurrence interval between 1 600~2 500a(Institute of Geology, State Seismological Bureau, Lanzhou Institute of Seismology, State Seismological Bureau. 1993; Liu et al., 2014). There was no direct evidence for the Hongyapu M7(1/4) earthquake in 1609 AD from trench research in the previous studies. Great uncertainty exists because of the small number of the chronology data, as a few TL and OSL measurement data and several14 C data, and it was insufficient to deduce the exact recurrence interval for the paleoearthquakes. Five trenches were excavated and cleared up respectively in the eastern segment, middle segment and western segment along the Fodongmiao-Hongyazi Fault. After detail study on the trench profiles, the sedimentary characteristics, sequence relationship of the stratigraphical units, and fault-cuts in different stratigraphical units were revealed in these five trenches. Four paleoearthquakes in Holocene were distinguished from the five trenches, and geology evidences of the Hongyapu M7(1/4) earthquake in 1609 AD were also found. More accurate constraint of the occurring time of the paleo-earthquakes since Holocene on the Fodongmiao-Hongyazi Fault is provided by the progressive constraining method(Mao and Zhang, 1995), according to amounts of 14 C measurement data and OLS measurement data of the chronology samples from different stratigraphical units in the trenches. The first paleoevent, E4 occurred 10.6ka BP. The next event, E3 occurred about 7.1ka BP. The E2 occurred about 3.4ka BP. The last event, E1 is the Hongyapu M7(1/4) earthquake in 1609 AD. Abounds of proofs for the occurrences of the events of E1, E2 and E3 were found in the trench Tc1, trench Tc2, trench Tc4 and trench Tc3, located in the eastern, middle and western segments of the Fodongmiao-Hongyazi Fault accordingly. It's considered that the events E1, E2 and E3 may cause whole segment rupturing according to the proofs for these three events found together in individual trenches. The event E4 was only found in the trench Tc5 profile in the west of the Xiaoquan village in the eastern segment of the Fodongmiao-Hongyazi Fault. The earthquake rupture characteristics of this event can't be revealed before more detailed subsequent research. The time intervals among the four paleoearthquakes are ca 3.5ka, ca 3.7ka, and ca 3.0ka. The four events are characterized by ca 3.4ka quasi-periodic recurrence interval.  相似文献   

2.
汶川MS 8.0地震基岩中的地表破裂   总被引:3,自引:0,他引:3  
在汶川MS8.0地震中,地表破裂变形带多表现为挠曲坎或断层坎,地表基岩破裂少见,作者在安县肖家桥附近基岩中发现了出露完整的地震地表破裂带。在仔细分析该破裂带变形特征和内部结构构造的基础上,结合区域上地震地表破裂特点,认为:这次地震的地表破裂主要沿先存的映秀-北川断裂发生和扩展,地震断层作用形式以右旋斜冲运动为主,安县肖家桥附近映秀-北川断裂的最大垂直同震位错为5.4m,与通过挠曲坎或断层坎测量的结果基本一致  相似文献   

3.
1999年台湾集集大地震的地表断层破裂特征   总被引:16,自引:2,他引:16       下载免费PDF全文
王彦斌  王永  李建成 《地震地质》2000,22(2):97-103
野外考察结果表明 ,1999年 9月 2 1日台湾集集大地震是由车笼埔断层发生逆冲作用造成的。地震产生的地表破裂长约 80km ,具有明显的挤压逆断层特征 ,其活动方式为具左旋性质的逆倾滑动。实测逆冲断层以 30°~ 50°的角向西北逆冲而上。断层的垂直位移量 ,南段约 2~ 3m ,北段约 3~ 8m ;断层的水平位移量 ,南段 0~ 3m ,北段 3~ 5m ;垂直断层的水平缩短量 ,南段 2~ 3m ,北段 3~ 6m。从台湾西部麓山带的地质构造剖面分析 ,地震震源恰好位于台湾西部麓山带中生代基底与其上的沉积盖层的界面的深度 ,而西部麓山带第三纪地层和其下的基底的分离面为一滑动面 (decolle ment)。在菲律宾海板块的挤压作用下 ,沿该区中生代基底之上滑动面的错动导致了地震的发生  相似文献   

4.
断裂地震地表断错危险性评价   总被引:6,自引:1,他引:6       下载免费PDF全文
引入地震断错危险性概念 ,用概率表示发生断错的可能性大小 ,断错危险性涉及到地震危险性和断错发生与分布特点。断错危险性的表达式为 :P =P1×P2 ×P3,式中 ,P表示断错危险性 ;P1表示地震发生的危险性 ;P2 指不同震级条件下地表断错出现的概率 ;P3为断错量值分布概率。以中国和世界地表地震断错资料为基础 ,建立震级 -断错概率指数P2 和断错幅度及其分布概率指数 ,包括幅值及其分布、宽度和覆盖层厚度影响等指数P3,为地表断错危险性量化评估奠定了基础  相似文献   

5.
To establish an experimental, practical and open scientific experimental platform for earthquake monitoring and prediction, with reference to that of the southern California earthquake center(SCEC), China Earthquake Administration initiated a project for an experimental field in Sichuan and Yunnan Province in 2014. The chosen area is a seismically active region in the southeastern margin of the Tibetan plateau. A series of work compiling basic maps have been launched to collect fundamental data of this area including geologic structure, earthquake geology, geophysics, geodesy, and geochemistry. The map of earthquake surface ruptures in this region is one of these basic maps. This paper presents the compilation of this map. It includes earthquake epicenters, earthquake surface ruptures, faults, strata, magmatic rocks, and geographical data. This work summarized 87 destructive earthquakes, and 22 earthquake surface rupture zones, and analyzed the distribution characterization of earthquake epicenters, strata and magmatic rocks. The content in the map is reliable and integrated. This work will provide reliable earthquake-geology data for establishing geodynamics models and other future research of the national experimental field of earthquake monitoring and prediction in Sichuan and Yunnan Province.  相似文献   

6.
冯希杰  董星宏  刘春  李晋 《地震地质》2005,27(1):155-163
1879年甘肃武都南 8级地震发震断裂的确认是一个未决的问题。文中通过卫星影像解译、史料记载分析,认为沿文县东北水坑山北麓NEE向的范家坝 -临江断裂可能分布有该次地震的地表破裂带,因而,这一条断裂可能是该次地震的发震断裂。由此,可在发震断裂的产状变化、活动方式、地表破裂带长度、水平位错量大小及沿断裂的分布、断裂的区域归属、宏观震中位置、可能震级大小、震害分布等诸多方面取得一致  相似文献   

7.
震后野外考察表明 ,2 0 0 1年 11月 14日昆仑山库赛湖地震 (MS8 1)发生在青藏高原北部东昆仑断裂带库赛湖段上 ,发震断层具有高速率左旋滑动的基本特征 ,晚更新世晚期以来的平均滑动速率达 (14 8± 2 4 )mm/a ;地震地表破裂带沿库赛湖段西起布喀达板峰东缘 (91°0 8′E) ,向东经库赛湖北缘、青藏公路 2 894里程碑、玉珠峰南麓 ,东止于青藏公路东 70km附近 (94°4 8′E) ,地震地表破裂带沿N70°~ 90°W走向线状展布 ,全长约 35 0km ,由一系列走向N4 5°~ 5 0°E拉开状张裂缝、走向N6 0°~ 75°E张剪切裂缝、走向N80°W剪切裂缝以及隆起鼓包或开裂陷坑等斜列状组合而成 ,显示出纯剪切走滑的破裂特征 ,最大左旋水平位移 6m ;宏观震中位于昆仑山口西 80~ 90km附近的库赛湖东北角山麓地带 ,地震地表破裂带宽度 30 0m ,在库赛湖北岸至山麓地带的地震地表破裂带和由地震动或重力效应引起的次生破裂带总宽度可达 2km。库赛湖地震地表破裂的左旋走滑特征表明 ,青藏高原物质确实存在着向东的滑移或流动 ,东昆仑断裂带东部与库赛湖段斜列的东大  相似文献   

8.
汶川M_S8.0地震地表破裂带及其发震构造   总被引:145,自引:33,他引:145  
震后应急野外考察表明,2008年5月12日汶川MS8.0地震在青藏高原东缘龙门山推覆构造带上同时使北川-映秀断裂和灌县-江油断裂两条倾向NW的叠瓦状逆断层发生地表破裂。其中,沿北川-映秀断裂展布的地表破裂带长约240km,以兼有右旋走滑分量的逆断层型破裂为主,最大垂直位移6.2m,最大右旋走滑位移4.9m;沿灌县-江油断裂连续展布的地表破裂带长约72km,最长可达90km,为典型的纯逆断层型地表破裂,最大垂直位移3.5m;另外,在上述两条地表破裂带西部还发育着1条NW向带有逆冲垂直分量、左旋走滑性质的小鱼洞地表破裂带,长约6km。这一地表破裂样式是近期发生的特大地震中结构最复杂的一次逆断层型地表破裂,地表破裂的长度也最长。利用已有的石油地震剖面,结合余震分布和地表破裂带特征等资料构建的三维发震构造模型表明,龙门山推覆构造带现今和第四纪时期以地壳缩短为主,斜滑逆冲型地震表明青藏高原中东部的水平运动在华南地块与巴颜喀拉地块之间的龙门山推覆构造带上转化为地壳的缩短和隆升  相似文献   

9.
汶川8.0级地震地表破裂带宽度调查   总被引:21,自引:9,他引:21  
根据汶川8.0级地震地表破裂带的实地调查,龙门山断裂带的中央断裂与前山断裂地表破裂带宽度自北向南一般<40m。在Ⅹ—Ⅺ度极震区,沿断裂延伸方向破裂带之上及其两侧,各类房屋建筑无论何种结构均绝大部分倒塌损毁。考虑到逆断层作用引起的"地壳缩短"以及各种不确定性,并结合以往历史强震地表破裂带的宽度统计,提出汶川8.0级地震灾后重建时,极震区地震断层两侧的"避让带"宽度为25m。在"避让带"之内,只能建造高于抗震设防标准的2层以下的建筑物,应明确禁止兴建学校、医院等公共建筑  相似文献   

10.
The surface ruptures produced by the 2016 MW7.8 Karkoura earthquake, New Zealand are distributed in a belt with~170km long and~35km wide, trending generally in the NE-SW direction. There are at least 12 faults on which meter-scale displacements are identified and they were formed across two distinct seismotectonic provinces with fundamental different characteristics(Hamling et al., 2017; Litchfield et al., 2017). Although the trending directions of the seismic surface ruptures vary greatly at different locations, the ruptured faults can be generally divided into two groups with the NE to NEE direction and the NNW to N direction, respectively. The faults in the NNW-near NS direction are nearly parallel with 40~50km apart and featured by reverse movement with the maximum displacement of 5~6m. The faults in the NE-NNE direction, with the maximum of 25~30km apart are not continuous and featured by the dextral strike slip with the largest displacement of 10~12m. Even if some faults along the NE-NEE direction are end to end connected, their strikes differ by about 30°. The combination styles of the strike-slip fault surface ruptures along the NE-NEE direction can be merged into 3 categories, including en-echelon, bifurcation and parallel patterns. The scales of the fault surface ruptures with the same structural style could be obviously different in different areas, which results in significant changes in the widths of deformation zone, from tens of meters to hundreds of meters. En-echelon distributed surface rupture(section)can appear as a combination belt of meter-scale to dozens of meter-scale shear fracture with bulge and compressional shear fractures, and also can be characterized by the combination of the left-step en-echelon tensile shear fractures with a length of more than one hundred meters. The step-overs between surface rupture sections are clearly different in sizes, which can be dozens of meters, hundreds of meters to several kilometers. The spacing between parallel surface ruptures can be several meters, dozens of meters to several kilometers. Besides, as one of the prominent characteristics, the seismic surface ruptures caused by the Karkoura earthquake broke through the known distribution pattern of active faults. The surface ruptures can occur either on the previously thought inactive or unmapped faults, or break through the distribution range of previously realized active faults in the striking or lateral direction. The basic features about the distribution and widths of the surface ruptures induced by the 2016 MW7.8 Karkoura earthquake, New Zealand presented in this paper might be helpful for understanding some seismic problems such as complex corresponding relationship between the active faults and the deep seismogenic structure, and the necessary measurements for engineering crossing active faults.  相似文献   

11.
小鱼洞地震地表破裂带罗元村探槽剖面揭示了汶川8.0级大地震之前的1次同等规模的古地震事件.文中对采自小鱼洞破裂带罗元村古地震探槽的7个冲洪积物样品进行了细颗粒石英简单多片再生法和单测片再生法光释光测年研究.LED08-212样品SAR法预热坪实验表明预热温度坪区间为180~240℃,在此温度下热转移量小于等效剂量的1%...  相似文献   

12.
On April 1, 1936, an M6(3/4) earthquake occurred on the Fangcheng-lingshan Fault. This event is the biggest historical earthquake on the coastal seismic zone, South China ever. But so far, no any findings about the surface rupture of this event have been reported. This paper is the first to find several intact surface rupture zones associated with the 1936 Lingshan seismic event, in the areas of Gaotang, Jiaogengping etc. on the northeast segment of the Fangcheng-Lingshan Fault. According to the field work, the surface rupture stretches to 10km and distributes along NE direction in front of Luoyang Mountain, represented by earthquake scarp, extensional fracture, dextrally faulted gully and river system etc. The characteristics of surface ruptures and faulted landforms indicate that the surface rupture is of normal-dextral strike slip faulting. The trenching on this fault exposed that at least three seismic events have been recorded, including two historical earthquake events and the latest one is the 1936 Lingshan M6(3/4) earthquake. These surface rupture zones are the key to the detection of seismogenic structure and the re-estimate of magnitude of this event. The new finding of these surface rupture zones would be particularly significant for the detection of the seismogenic structure of Lingshan M6(3/4) earthquake.  相似文献   

13.
1954年山丹7 1/4级地震概述   总被引:2,自引:0,他引:2  
1954年山丹7 1/4级地震的极震区烈度达X度,造成50人死亡,329人受伤,受灾面积4800 km2,山丹县城破坏最重.本文回顾、总结了山丹地震五十年的研究积累,重点论述了该地震的基本参数、震源机制、地震序列、地震烈度、地震破裂带、历史地震、震害及其损失等.  相似文献   

14.
公元842年甘肃碌曲地震考证与发震构造分析   总被引:2,自引:2,他引:2       下载免费PDF全文
唐会昌二年(公元842年),在中国西北的汉藏交界地区(现甘肃省东南部地区)发生了一次大地震,造成"地震裂,水泉涌,岷山崩,洮水逆流三日"的严重震害。经过对这次地震史料的系统梳理、考证和综合分析,认为其极震区大致位于今甘肃省甘南藏族自治州碌曲、卓尼和迭部三县交界的光盖山—迭山山区,发震时间很可能为唐会昌二年十二月二十四日(公元843年1月31日或27日),震级可达7~71/2级,震中烈度达Ⅸ~Ⅹ度。在这次地震破坏区附近发育了临潭-宕昌断裂、光盖山-迭山断裂和迭部-白龙江断裂等3条以挤压逆冲为主兼具左旋走滑特征的晚第四纪活动断裂带。根据近年来对上述断裂的最新考察结果和对该区现今小震活动的对比分析,认为这次地震应与其中的光盖山-迭山断裂西段的最新构造活动有关,为这次地震的发震断裂。光盖山-迭山断裂为中国大陆近10多年来7级以上大震主体活动区——巴颜喀拉块体北部边界断裂(东昆仑断裂)东段的重要分支断裂,具备发生7级以上大震的构造条件。  相似文献   

15.
基于高分辨率卫星影像解译,通过野外地质地貌填图与差分GPS测量,初步获得了帕米尔高原1895年塔什库尔干地震地表破裂带的空间展布、破裂类型、位移及分布等基本参数,据此估算了可能的地震震级,讨论了其宏观震中及发震构造模型.塔什库尔干地震使得慕士塔格正断层南段的部分和整个塔合曼正断层发生破裂,形成了长约27km的地震地表破...  相似文献   

16.
Qilian Shan-Hexi Corridor is located at the northeastern margin of Tibetan plateau. Series of late Quaternary active faults are developed in this region. A number of strong earthquakes even large earthquakes occurred in history and present-day. In the past, the study of active faults in the area was mostly concentrated in the northern margin fault zone of the Qilian Shan on the south side of the corridor, while the research on the interior and the north side of the corridor basin was relatively rare. We found a new fault scarp in the northern part of the Baiyanghe anticline in Jiuxi Basin in 2010. It is an earthquake surface rupture zone which has never been reported before. In this paper, we carried out palaeoearthquake trench analysis on the newly found earthquake surface rupture zone and textual research of relevant historical earthquakes data. According to the interpretation of aerial photo and satellite image and field investigation, we found the surface rupture has the length of about 5km. The rupture shows as an arc-shaped line and is preserved intact comparably. The lower terrace and the latest flood alluvial fan are offset in addition to modern gullies. By differential GPS measurement, the height of the scarp is about 0.5~0.7m in the latest alluvial fan and about 1.5m in the T1 terrace. From the residual ruins along the earthquake rupture zone, we believe the surface rupture might be produced by an earthquake event occurring not long ago. In addition, the rupture zone locates in the area where the climate is dry and rainless and there are no human activities induced damages. These all provide an objective condition for the preservation of the rupture zone. The trench along the fault reveals that the surface rupture was formed about 1500 years ago, and another earthquake event might have happened before it. Based on the textural research on the historical earthquake data and the research degree in the area at present, we believe that the surface rupture is related to the Yumen earthquake in 365, Yumen Huihuipu earthquake in 1785 or another unrecorded historical earthquake event.  相似文献   

17.
高精度测量方法在汶川MS 8.0地震地表破裂带考察中的应用   总被引:1,自引:1,他引:1  
在2008年汶川MS8.0地震地表破裂带科学考察中,利用全站仪、差分GPS和三维激光扫描仪等高精度测量技术对同震变形造成的微地貌进行测量,及时记录了地表同震变形现象的丰富信息,为相关的定量分析提供了有效保障。文中探讨了选择不同测量技术在微地貌测量中的应用特点和组合优势,结合测量实例分析了三维激光扫描仪在完整记录和有效分析地震地表破裂带信息方面的优势及其限制条件,并进一步讨论了上述测量方法的应用前景  相似文献   

18.
2008年汶川MS8.0地震在北川-映秀断裂产生了长达240km的同震地表破裂。通过详细的测量、基于测量标志与断裂变形的几何关系对数据的分析,给出了观测点的断裂同震地表变形的垂直位移、倾向水平缩短、走向滑动、断层上盘水平运动方向等参数。结果显示,断裂同震变形分布的空间变化很大,目前获得的最大水平位移位于虹口乡深溪沟,为4.98m,同时也是最大右旋走滑位移点,走滑量4.5m,而目前获得的最大垂直位移在其东北的支沟,为5.7~6.7m。NE向断裂水平位移多为1~2m,垂直位移多为3m左右,而小鱼洞-草坝分支断裂水平位移和垂直位移都更小,只有0.5~1.5m。擂鼓镇附近的数据则反映与断裂相关的巨型滑坡可能将重力变形叠加到构造变形中。由断层水平缩短和垂直位移计算的断层倾角表明,北川-映秀断裂是浅部陡倾的具有走滑分量的逆断层  相似文献   

19.
系统收集了国内外28个走滑地震破裂带上阶区与地震破裂行迹的资料,利用数理统计的方法分析了阶区的类型、尺度与地震破裂的关系。结果表明,不同震级档的走滑地震阶区限制破裂传播的止裂尺度是不同的,震级MS为6.5~6.9,阶区的最小止裂宽度约为3km;震级MS为7.0~7.5,阶区的最小止裂宽度约为4km;震级MS为7.5~8.0,阶区的最小止裂宽度约为6km;震级MS为8.0~8.5,阶区的最小止裂宽度约为8km;且拉分阶区比挤压阶区更容易被破裂所贯通。上述给出的阶区的最小止裂宽度可作为判定地震破裂止裂尺度的重要标志,是进行破裂分段的前提和基础,对地震危险性分析具有重大的实用价值。  相似文献   

20.
新疆于田M<‘s>7.3地震发生在西昆仑块体与昆仑-柴达木-祁连块体之间的阿尔金断裂西南端NE向张剪切段邻近区域,也是阿尔金断裂、康西瓦断裂和昆仑断裂带西端玛尔盖茶卡断裂等交会部位,对理解青藏高原的变形及其动力学演化过程具有十分重要的作用.高分辨率卫星影像解译和野外考察表明,于田地震在阿什库勒火山群南部玉龙喀什河源头近...  相似文献   

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