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庄浪河断裂带位于兰州市西固区河口以北的庄浪河谷地西侧，由几条小断裂雁列而成，但地表出露并不清楚．前人曾对该断裂开展过一些零星的研究工作，初步认为该断裂的永登—河口段为晚更新世甚至全新世活动段，并认为公元1440年永登641级地震和苦水521级地震可能就发生在该断裂上，甚至1125年兰州7级地震的发生也跟该断裂有关(国家地震局兰州地震研究所，甘肃省计划委员会，1993；何秀琴等，1997)．1995年7月22日庄浪河西侧又发生了永登5.8级地震(邢成起等，1996；周俊喜，1997)．长期以来，由于所获得的该断裂新活动的证据不充分，导致了认… 相似文献
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兰州地区活动构造的基本特征 总被引：5，自引：0，他引：5
兰州地区发育了NWW向和NWW向2组主导性活动构造带。大致以河口为界，东部地区主要为NWW向的马衔山－兴隆山左旋逆走滑活动断裂系，其新活动明显，是区内的主要控震断裂，1125年兰州7级地震就发生在其中的马衔山北缘断裂带的西端。河口以西为拉脊山北缘断裂和庄浪河断裂等1组NWW向的弧形逆冲断褶带，变形方式以断裂扩展褶皱为主，其新活动可能导致了138年金城－陇西63／4级地震、1440年永登61／4级地震和1995年永登5.8级地震的发生。兰州市区所在的兰州盆地则夹持在上述2组活动构造之间，其内同样发育了NWW向和NWW向的次级断裂，如刘家堡断裂、金城关断裂、雷坛河断裂及深沟桥断裂等，其上具有孕育和发生中强震的构造条件。 相似文献
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对 138年金城 -陇西 6 3/4 级地震的历史资料考证、黄土滑坡分布及活动构造的综合研究表明 :在 138年地震中遭破坏的东汉金城郡郡治允吾县应在今青海省民和县马场垣乡下川口附近 ;陇西郡治狄道县在今甘肃省临洮县城。由此确定 138年地震的极震区位置大致在今甘肃省永靖县西北的湟水、黄河交汇地带。该区也是黄土滑坡密集分布区 ,其中的大型滑坡应为地震滑坡。在构造上该区位于拉脊山北缘弧形逆冲断裂带的前缘。拉脊山北缘断裂带为一条晚更新世活动断裂 ,部分地段为全新世活动 ,其向NE方向的逆冲推覆致使古近系泥岩和早更新世砾岩等发生了明显的挤压褶皱变形。石油勘探资料也证实拉脊山北缘弧形构造带前缘在深部存在隐伏的挤压逆冲断褶带。由此推断 138年金城 -陇西 6 3/4 级地震的发生很可能与该逆断裂 -褶皱带的新活动有关 相似文献
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根据马衔山北缘断裂西北段1/10000条带状地质填图和史料考证资料,对兰州1125年7级地震的极震区范围、发震断层、地表破裂类型及分布特征进行了讨论。结果表明,该次地震的极震区范围位于兰州市及其西南,震中在咸水沟一带,发震断层为马衔山北缘断裂西北段咸水沟—马泉沟小段。该次地震形成了长约7km,宽300～1000m的地表破裂,其破裂类型有地震断层、地震陡坎、地震裂缝、地震滑坡、地震陷坑等。其中可细分为2小段,东南小段为麦地湾—咸水沟段,由两条平行的地表破裂组成;西北小段为大马家滩—马泉沟段,由单条地表破裂组成。根据大比例尺平、剖面图实测,该次地震的左旋位移量2.4～2.5m,垂直位移量0.45～0.92m。文章最后,对地震的构造背景进行了讨论 相似文献
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兰州市位于中国大陆西部活动构造最强烈的青藏地块东北缘，处于祁连山地震带与南北地震带的复合部位，地震活动具有频度高、强度大、震源浅、震害重的特点。历史上兰州曾发生1125年的7．0级大地震。近年来，兰州周边地区中强地震活跃，尤其是1995年永登七山乡5．8级地震，造成12人死亡，直接经济损失达1．08亿元。多年来兰州被中国地震局作为重点监视防御区，被国务院确定为全国防震减灾的重点城市之一。 相似文献
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兰州马衔山北缘断裂中段晚第四纪活动的新证据 总被引：2，自引：0，他引：2
马衔山北缘断裂为兰州市区南侧一条规模较大的区域性活动断裂带,总体走向N60°W,长约115 km.该断裂大致可划分为4条次级断裂段,自东向西分别为内官营段、马衔山段、七道梁段和雾宿山段.其中,内官营段为晚更新世活动段,雾宿山段为全新世活动段并为1125年兰州7级地震的发震断裂,而中间的马衔山段和七道梁段以往研究所获得的新活动证据不多,认识不统一.近期经过详细的追踪考察,获得了马衔山段和七道梁段晚第四纪活动的新证据,结合该区多次历史地震的活动特征,表明其为晚第四纪活动断裂,具左旋走滑兼倾滑运动特征. 相似文献
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由于工程需要，对广梧高速公路(马安—河口段)的地震地质情况进行了考察，马安—河口路段所处大地构造性质为东南地洼区，穿越了三个次级构造分区：白土断陷、思劳断隆、云浮断隆。路段附近发育3条断裂：肇庆断裂、河口断裂和吴川—四会断裂。前两者为非活动断裂，后者为活动断裂且星北东向从思劳附近穿过，是未来5．0级地震发生地段，烈度可达Ⅵ度。但路段附近地震活动水平较低，仅发生过4以—5．0级地震4次，最大烈度为Ⅴ度。白诸立交、河口立交的地震地质环境稳定，思劳立交基本稳定，沿线不易产生滑坡与崩塌。 相似文献
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黄土地震古/老滑坡原始地形恢复是开展黄土地震古/老滑坡研究的基础。以宁夏回族自治区固原市西吉县平峰乡三合村潘沟组1号滑坡为例，利用卫星遥感解译和野外调查等技术和方法采集滑坡现今地形资料数据；并基于滑坡滑动前后滑坡体体积相等的原则，以MATLAB软件为平台，利用三维曲面插值技术恢复滑坡的原始地形，恢复后的滑坡原始地形斜坡坡面形态整体呈外凸型，坡度分布范围在12°～15°间；最后，利用黄土地貌单元的坡度分布范围和滑坡稳定性计算论证恢复结果的合理性和可行性。文章研究成果可为缺乏滑动前地形资料的黄土地震古/老滑坡原始地形的恢复提供新方法，对黄土地震古/老滑坡的研究具有重要的理论意义和工程应用价值。 相似文献
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Yuan Daoyang Lei Zhongsheng Liu Baichi Cai Shuhu Liu Xiaofeng Wang Yongcheng 《中国地震研究》2002,16(4):351-362
Detailed examination of historical data of earthquakes and field investigations of loess landslide caused by the earthquake and tracing of active faults in Lanzhou area indicate that the Yijitanpu town,one of six towns of Jincheng city,was devastated by the 1125 Lanzhou earthquake.The citly is now located in the Vinylon Factory south of Hekou(River Mouth)in the Xigu distict of Lanzhou city.We delermined that the six old towns mentioned in historical records lie in an area stretching from the south of Xigu district to Hekou in Lanzhou.This is consistent with the distibution of loess landslides caused by the earthquake,the extension of Holocene active faults,and the distribution of traces of the seismic rupture zone.A comprehensive analysis shows that the seismogenic structure for the 1125 Lanzhou M7.0 earthquake should be the Xianshuigou fault segment at the western termination of the north-border active fault zone of the Maxianshan Mountains which are located in south of Lanzhou city with the distance of only 4km. 相似文献
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兰州马衔山北缘断裂带为一条全新世活动断裂 ,大致由 4条次级断裂段组成 .沿断裂带发现了多期古地震事件 ,其活动具有时空不均匀性 .其中东段的马衔山段可以确定 2次古地震事件 ,距今 5850± 50 0aB .P .,2 0 60± 42 0aB .P .,复发间隔约 380 0a ;震级 7～ 7.5级左右 .中段的七道梁段发现 2次古地震事件 ,距今 1 682 0± 80aB .P .,1 0 80 0± 1 40aB .P ..西段的雾宿山咸水沟段可以确定一次古地震事件 ,其年代为 1 2 45± 560aB .P .,结合史料考证结果 ,认为就是 1 1 2 5年兰州 7级地震 .从古地震活动年代及复发间隔分析 ,马衔山北缘断裂带未来的强震危险段应为东段的马衔山段和西段的雾宿山咸水沟段 . 相似文献
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TEXTUAL RESEARCH OF LONGXI EARTHQUAKE IN 47 BC IN GANSU PROVINCE AND ANALYSIS OF ITS CAUSATIVE STRUCTURE 
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下载免费PDF全文 On the day Wu-wu of the second month in the second year of Chuyuan period in the reign of Emperor Yuan of the western Han Dynasty, that is, April 17, 47 BC, an earthquake occurred near the county seat of Huandao County, Longxi Prefecture. This earthquake caused serious damages to the city wall, government office buildings and civilian houses in the Huandao county seat, many people died, landslides, ground fracturing and spring gushing, etc. occurred. On the basis of textual research on the historical earthquake data and the field investigation, we affirm that the ancient Huandao county seat locates at the new Wangjia Village of Santai, southeast of Wenfeng Town in Longxi County at present. The ancient Huandao county seat is the most seriously damaged area according to the historical earthquake data, so it should be in the meizoseismal area of this earthquake. The epicenter intensity of this earthquake is about 9~10 degrees, and the magnitude of this earthquake is estimated to be about 7. Considering the intensities of other towns damaged during this earthquake, we draw the isoseismal lines of this earthquake, with its major axis directed NNW. The direction of the major axis of the isoseismal lines and the location of the epicenter are approximately consistent with the strike of the western segment of the Gangu-Wushan secondary fault on the northern margin of western Qinling fault zone. This fault segment has clear evidences of new activity during late Holocene, which are characterized by left-lateral strike-slip faulting with normal components; the fault dips NE and faulted the T1-T2 pluvial and alluvial terraces. Up to now, there are some surface deformation traces, such as deeply-incised seismic fault grooves, densely developed structural tensional fractures in the loess stratum, landslides and a series of beaded dolines etc. Combining the results of relocation of small to moderate earthquakes in the research area and comprehensive analysis on their distribution features in plane and profile, we get the results that the causative structure of the 47 BC Longxi earthquake is the western segment of Gangu-Wushan secondary fault on the northern margin of western Qinling fault zone. This fault zone is an important active block boundary fault in the eastern margin of Tibeten block, and has the tectonic condition to generate M ≥ 7 large earthquakes in the past and in the future. 相似文献
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左旋走滑的马衔山断裂带位于青藏高原东北缘陇中盆地内部，呈北西-南东向伸展.宽约8~10 km，长约115 km.马衔山断裂带表面虽然局部已被黄土覆盖，但并不代表它的活动性不强.1125年的兰州MS7.0地震就发生在马衔山断裂带北缘的西侧.前人对马衔山断裂带的研究基本上多依靠于地表地质和地球化学数据分析进行一般性讨论，而缺少对马衔山断裂带深部构造伸展的清晰认识.本文中，我们主要依靠一条横跨马衔山断裂带的深地震反射剖面数据资料进行地壳尺度的构造解释.在此基础之上，对研究区所获得的重力数据进行相应的处理分析.最后辅助于马衔山断裂带两侧野外地表形变的观察和前人研究所获得的地球化学数据分析，我们的研究认为马衔山断裂带为一不同块体间的边界断裂带.它可能形成于早古生代祁连造山带东缘北部马里亚纳式岛弧和南部日本式岛弧的相互拼贴作用.该边界断裂带在随后的青藏高原东北缘物质逃逸过程中被激活，并且目前仍处于构造活动活跃期. 相似文献
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1654年7月21日甘肃省礼县8级地震发生在南北地震带的中北段,该地区的构造变形和构造活动与青藏高原向北东方向的扩展密切相关,复杂的构造几何特征主要受控于东昆仑断裂、西秦岭北缘断裂和一系列北东向断裂.礼县—罗家堡断裂为一条北东东向的左旋走滑活动断裂,错断了含有仰韶文化红色陶瓷片的一级阶地堆积物,阶地面上断层陡坎高约1.5m.沿断裂带发现冲沟的左旋位错量为3~10m,晚更新世黄土中残留的断层陡坎高4.5~8m.其中两条冲沟中发现裂点,高3.5~3.9m,距断层陡坎的距离为16m.礼县—盐关—罗家堡—天水镇一带发育大量的滑坡,长轴走向与礼县—罗家堡断裂一致,滑坡体后缘、侧壁陡峭,出露晚第四纪黄土,鲜有植被覆盖.礼县—罗家堡断裂为1654年8级地震的发震断裂.综合分析认为,受青藏高原向北东方向的扩展,被西秦岭北缘断裂、礼县—罗家堡断裂和岷县—宕昌断裂围限的礼县次级地块向南东滑动可能导致了1654年礼县8级地震的发生.断裂北、南两侧地壳电性结构的差异为强震的孕育提供了深部构造条件. 相似文献
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利用高分辨率无人机航拍影像,结合基本地质资料,分析了影响2014年8月3日鲁甸M_S6.5地震震后崩塌滑坡分布的主要因素,使用M5'模型树算法建立了崩塌滑坡密度与其影响因子间的分段线性模型,并检验了该模型的预测性能。结果表明,地震诱发的崩塌滑坡分布受断层距、岩土体结构强度、坡度、植被条件等的影响,其中,断层距、岩土体结构强度及坡度等为主要影响因素;崩塌滑坡易发生在结构破裂区及坡度为38°~50°的区域,其分布密度随断层距的增加而减小;利用M5'模型树算法建立的模型体现出崩塌滑坡分布与其影响因子间复杂的非线性关系,模型检验结果显示,理论模型与实际关联函数间的相关系数达到0.88,因此,可利用该模型预测地震诱发的崩塌滑坡的分布。 相似文献
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Introduction The Taigu fault is located on the eastern boundary of the Jinzhong basin in the Shanxi fault depression system, which is one of the 12 major active basin boundary faults, and is also less studied among them. The reason for this is, firstly, the Jinzhong basin has no historical earth-quakes with M 7, while the two basins linked together in the northern and southern sides, the Linfen and Xinding basins all have had historical earthquakes with M 7; secondly, because the Jiaochen… 相似文献
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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