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1.
渭河断陷南缘断裂带新活动特征与古地震   总被引:2,自引:0,他引:2  
渭河断陷南缘断裂带东起潼关,西至宝鸡,全长310公里,它的主边界断裂包括有华山山前断裂、秦岭北缘断裂。本文根据近年1∶5万活动断裂地质填图最新详细资料研究了断裂的活动历史、分段性及其构造活动特征。华山山前断裂晚第四纪以来具有明显的新活动,沿断裂带及其两侧分布有最新断层崖、基岩裂缝、黄土裂缝、山体崩(滑)塌体等众多的地震形变和破坏遗迹,华山山前断裂应是1556年华县8级大地震的发震断层。据华山山前断裂古地震剖面分析大地震重复间隔约2000—2500年,秦岭北缘断裂同样存在有基岩崩(滑)塌、裂缝、断层崖等古地震形变遗迹,由古地震剖面分析其大地震重复间隔约为2000—4000年之间。  相似文献   

2.
内蒙大青山山前活动断裂带的地震破裂分段特征   总被引:7,自引:0,他引:7       下载免费PDF全文
沿内蒙大青山山前活动断裂进行野外调查及探槽开挖的研究结果表明 ,该断裂西部地段及东部地段的最新活动时期在全新世中期以后及全新世晚期以前 ;中部地段在全新世晚期强烈活动 ,公元 84 9年包头地震的地表破裂沿该段展布。大青山山前台地与断层陡坎分布、洪积扇类型及河流阶地断错等地貌特征、全新世晚期断裂活动范围、沿断裂带探槽开挖获得的古地震事件对比 ,以及现今中小地震震中分布表明 ,全新世晚期大青山山前断裂的活动以土左旗为界 ,该界以西全新世晚期断裂强烈活动 ,该界以东全新世晚期断裂活动不明显。全新世时期大青山山前断裂的活动显示了由东向西的迁移  相似文献   

3.
1303年山西洪洞8级地震地表破裂带di   总被引:6,自引:0,他引:6       下载免费PDF全文
综合20世纪90年代初在霍山山前断裂和近年在绵山西侧断裂和太谷断裂获取的最新调查资料,讨论了1303年山西洪洞8级地震地表破裂带的展布和位移特征. 如果太谷断裂、绵山西侧断裂与霍山山前断裂在1303年洪洞地震中同时活动,则该次地震的地表破裂带长163 km,分为3段,即霍山山前断裂段、绵山西侧断裂段和太谷断裂段. 各段长度分别为50,35和70 km,3段之间存在4和8 km的阶区. 该地震地表破裂带具右旋走滑特征,北段和中段右旋走滑位移量6~7 m,南段最大为10 m. 在山西断陷带盆地边界的单条断裂一般只对应7级地震,而该次8级特大地震则突破两个盆地之间的障碍体,显示了强震地表破裂尺度的可变特征.   相似文献   

4.
太行山山前断裂位于太行山脉与华北平原过渡地带,是华北及我国东部地区一条重要的构造带,有关该断裂带的活动性有以下观点:1)它属深大断裂带;2)它是活动断裂带和地震构造带;3)它不是地震构造带。。为研究和评价该断裂的活动性,利用最近获得的地震资料和钻探联合剖面研究了太行山山前断裂的深部构造背景和第四系以来的活动特征。钻探验证以及研究结果与表明:太行山山前断裂不是岩石圈深大断裂,该断裂在第四系仅错断了中更新世QP2早期,中更新世QP2晚期和晚更新世地层没有发生错断。由此得出,太行山山前断裂不是活动断裂,也不是岩石圈深大断裂。该研究结果为跨越太行山山前断裂的城市进行规划和建设提供了重要的地质和地球物理资料,对于首都圈地震危险性评价也具有十分重要的意义。  相似文献   

5.
2008年青海大柴旦6.3级地震及发震背景研究   总被引:3,自引:1,他引:2       下载免费PDF全文
2008年11月10日青海省大柴旦地区发生6.3级地震,打破了青海省境内55个月的6级地震平静,该次地震可能是对2008年5月12 日汶川8.0级地震在青藏块体内部应力调整的响应.通过该次地震及其发震断裂周缘地震震源机制解的分析认为,本次地震发震断裂活动性主要以逆冲为主并兼有走滑特性.对本次地震的发震断裂大柴旦-宗务隆山断裂带开挖探槽,探槽剖面揭露该断裂带在晚更新世-全新世早期有过明显活动;断裂带周缘历史地震的分布特征表明断裂带新的活动明显向南迁移;这与野外调查结果断层活动不断向山前迁移相一致.根据对青藏块体内部地震活动性分析认为,青藏高原内部中强震活动有顺时针螺旋迁移的特征,这一活动特征与GPS观测的青藏块体内部应力顺时针调整相一致,这一特征可能代表了青藏块体内部地震活动的一种新规律.基于对这种规律的认识和祁连地震带的大震构造孕育条件,祁连地震带东南部地区应倍受关注.  相似文献   

6.
史载公元849年10月20日,内蒙古河套地区发生大地震.对这次地震的震中位置、震级、烈度的认识目前存在较大分歧.作者在大青山山前断裂带活断层填图和古地震研究过程中,在大青山山前断裂中、西段,发现多处距今1000多年的地震形变遗迹;结合公元849年地震史料的进一步考证,表明大青山山前断裂带为公元849年地震的发震构造.宏观震中位置应在活动断裂变位量最大的包头铝厂至永富一带,地理坐标约为北纬40.4deg;,东经110.2deg;.震中烈度为Ⅹ度,震级为7.7.   相似文献   

7.
鄂豫皖交界地区地震地质背景与中强地震复发特征的研究   总被引:1,自引:2,他引:1  
鄂豫皖交界地区位于东大别山西部,历史中强地震(M≥43/4)主要发生在土地岭-落儿岭及商城-麻城断裂带上,且“互动”和“连动”的特征较为显著。根据这一特征,在研究东大别山区域地质、地壳结构、断裂活动及地震构造应力场特征的基础上,可将鄂豫皖交界地区的中强地震作为秦岭-大别山活动地块中的次级地块的整体活动来看待。该区历史地震活动整体表现为丛集特征,而主要发震断层(土地岭-落儿岭断裂)的历史地震活动则具有相对较好的准周期性。地震复发周期研究提示,该地块近期发生M≥5.0左右地震的危险性较大,而霍山-六安地区为未来发生中强地震的主要危险区。  相似文献   

8.
对玉龙雪山周缘6条主要断裂的考察及活动年代研究结果表明:其主要活动年代为晚更新世,全新世仍明显活动的断裂只有玉龙雪山东麓山前断裂(F2),其它5条断裂均不活动或活动较弱。1996年丽江7级地震的发震构造为玉龙雪山东麓山前断裂(F2),其地震地表破裂面上、断层泥中石英碎砾约5%的颗粒表面被再改造;断裂最新地表破裂面上的构造岩物质,热释光(TL)测年信号并未“归零”。  相似文献   

9.
应用于城市活断层调查的地震方法技术   总被引:22,自引:3,他引:22  
用地震方法探测城市直下型活动断裂是一种不可替代的勘探技术。地震方法能够准确确定断层的位置,但对于断层的地质年代问题,地震方法本身难以解决,然而结合钻孔资料和测区标准地质剖面,根据地震深度剖面,可以定性地(或半定量地)确定反射波组的地质年代。确定城市直下型活动断裂的上断点需要采用高分辨率的地震反射技术,为有效地确定深部断裂的几何特征,特别是确定深浅断裂构造之间的关系,反射地震方法优于折射地震方法。  相似文献   

10.
台湾海峡7.3级地震序列特征   总被引:1,自引:0,他引:1  
根据粤闽台网和汕头地震遥测台网资料,讨论了1994年9月16日台湾海峡南部7.3级地震的序列特征及震源机制等问题,分析认为,此次地震为大陆地壳下部破裂的产物,与北东向断裂活动有关。  相似文献   

11.
断层运动方式与滑动速率是断层活动性研究和地震危险性判定的重要参数。本文基于山西断陷带多年积累的跨断层水准观测资料,在处理与重构的基础上采用断层活动性分析方法,基于构造分区给出各构造区主要断层现今运动特征。结果表明,山西断陷带主要断层在观测期内以继承性正断运动为主,各盆地断层运动特征具有显著差异,表现为南、北两段的垂直活动量明显大于中段,其中,忻定盆地累积变化量值最小。从断层垂直活动速率来看,五台山断裂、系舟山山前断裂、唐河断裂和霍山山前断裂跨断层测段活动速率明显低于全区水平; 受长期构造应力加载及区域中强地震影响,各时段断层运动也存在差异变化,下达枝、亭旨头、太原、广胜寺等部分跨断层测段表现出明显的断层逆继承运动、断层相对闭锁等特征。  相似文献   

12.
通过航卫片解译和野外实地调查,对六盘山断裂带新活动特征开展详细研究。调查发现六盘山东麓断裂为一条全新世活动的逆左旋走滑断裂,而六盘山西麓断裂为晚更新世活动的挤压逆冲断裂,二者的构造活动控制和影响了本区的地貌发育和地震活动。同时利用SRTM数据提取六盘山东西两侧泾河和水洛河上游流域盆地水系,得到流域盆地面积-高程积分值(HI值)分布图,探讨本区活动构造和地貌的响应关系。分析结果表明,在相同的岩性条件下六盘山东侧的HI值要低于西侧,反映了活动断裂对本地区地貌演化特征的不同影响。上述地貌分析研究为认识和理解六盘山地区地貌演化以及控制因素提供了基础数据和思路。  相似文献   

13.
岗德尔山西麓断裂是乌海断陷的一条控盆边界断裂。通过野外地质调查、构造剖面解析结合浅层物探、地球化学探测,综合对断裂的第四纪活动特征进行分析和研究。结果显示,岗德尔山西麓断裂整体走向NNE,倾角60°~80°,具有成束成带发育特点,是一条全新世活动断裂,表现出以拉张为主的活动特征。  相似文献   

14.
永胜6.0级地震的地质构造背景及发震构造   总被引:4,自引:4,他引:4  
阐述了永胜Ms6.0级地震震区的地震地质构造背景与构造应力场,结合本次地震的裂度分布几何形态、震源机制解、主余震震中分布和地表破坏等资料,讨论了地震的发震构造,认为程海断裂宾川-金沙江段是该地震的发震断理解。程海断裂宾川-金沙江段以左旋走滑活动为主,兼具正断层性质。  相似文献   

15.
Analysis and study of the geometrical structure of the fault, tectonic features of late-Quaternary movement, paleoseismic activity, and structural characteristics of boundaries between segments of the Sertengshan piedmont fault permitted us to preliminarily determine the following 4 active segments of the fault: the Wujiahe segment (from Dongwugai Gully to Dahoudian Village),Wujumengkou-Dongfeng Village segment (from Dahoudian to Delingshan), Dashetai segment (from Delingshan to Xiaoshetai Gully mouth), and the Ulan Hudong segment (from Xiaoshetai Gully mouth to Tailiang). The boundaries between them are the Dagoudian mountain spur,the Delingshan Mountain spur and the step zone at Xiaoshetai Gully mouth, respectively. The segments are independent for seismic activity. However, it is possible that joint ruptures between Wujiahe and Wujumengkou-Dongfeng Village segments and between Dashetai and Ulan Hudong segments may occur.  相似文献   

16.
秦岭北麓晚第四纪断层陡坎的初步研究   总被引:4,自引:1,他引:4  
根据航片解译和野外调查,发现在秦岭北麓第四纪松散沉积物中发育有断层陡坎,本文依据对这些陡坎的地质地貌分析、地形剖面测制、探槽揭露及测年数据,讨论了断层陡坎的空间分布和形态学特征、生成时代和断距,评估了秦岭北麓断裂在晚第四纪的活动强度。由断层陡坎高度经过校核获得断距变化范围在1.1至7.9米之间,由此求得秦岭北麓断裂中段全新世中晚期以来平均滑动速率接近1mm/a,西段在眉县一带为0.5mm/a左右。晚更新世以来,发生过3—4次古地震事件  相似文献   

17.
The Yuguang basin is a half-graben basin in the basin-range tectonic zone in northwest Beijing, located at the northern end of the Shanxi graben system, and the Yuguang basin southern marginal fault (YBSMF) controls the formation of this basin. A linear fault escarpment has formed in the proluvial fan on the piedmont fault zone of the Tangshankou segment of YBSMF. A trench across this escarpment reveals three paleo-earthquake events on two active faults. One fault ruptured at about 9ka for the first time, and then faulted again at about 7.3ka, causing the formation and synchronous activity of another fault. Finally, they faulted for the third time, but we cannot determine the faulting time due to the lack of relevant surface deposition. The accumulative vertical displacement of these three events is about 8.1m. We estimate that the average recurrence period of the piedmont fault is about 1.7ka, and the average slip rate of the piedmont fault is about 1.6mm/a. We also estimate the reference magnitude of each event according to the empirical formula.  相似文献   

18.
The Hetao depression zone, located to the north of Ordos block, is a complex depression basin that consists of two sub-uplifts and three sub-depressions. The depression zone is subject to the regional extensional stress field driven by the Indo-Asian continental collision and the westward subduction of the Pacific Plate. The Baotou uplift that separates the Baiyanhua sub-depression and Huhe sub-depression is mainly composed of Archean gneiss and is overlaid by Quaternary sedimentary strata. The two sub-depressions are bordered by the Wula Mountains and Daqing Mountains to the north, respectively. The bedrock exhumed in Wula Mountains and Daqing Mountains consists mostly of Precambrian granitic gneiss, and the piedmont depressions are infilled by thick Cenozoic strata. The Wulashan piedmont fault and Daqingshan piedmont fault extend along the range front of Wula Mountains and Daqing Mountains, respectively. The subsidence is controlled by the two boundary faults. Previous studies have preliminarily documented the characteristics of the northwest boundary fault of Baotou uplift. Combining shallow seismic exploration, active fault mapping, and geological drilling, this paper presents a detailed study on the tectonic characteristics of the Baotou uplift. The shallow seismic exploration reveals that the Baotou uplift is an asymmetrical wedge with a steep southeast wing and a gentle dipping northwest wing. The Baotou uplift is wider in the northeastern part and narrows down towards the southwest. In seismic profiles, the Baiyanhua sub-depression and the Huhe sub-depression manifest as asymmetric dustpan-like depressions with south-dipping controlling faults. Baotou uplift is bounded by the Xishawan-Xingsheng Fault to the northwest and Daqingshan piedmont fault to the southeast. The two faults exhibit significant difference in many aspects, such as fault geometry, fault displacement, the latest active time, and so on. The southeast boundary fault of Baotou uplift is the Baotou section of the Daqingshan piedmont fault which is a Holocene active fault and the major boundary fault of Huhe sub-depression. East of Wanshuiquan, the fault strikes EW-NEE; west of Wanshuiquan, the strike changes to NW. The Daqingshan piedmont fault appears as a south-dipping listric fault in seismic profiles whose dip decreases with depth and cuts through all the sedimentary strata in Huhe sub-depression; the fault extends along the late Pleistocene lacustrine platform at surface with prominent geomorphological evidences. The Xishawan-Xingsheng Fault is a buried high-angle normal fault that mainly dips to the northwest and strikes NE. The fault strike changes to NNE at the eastern tip. Based on the results of seismic exploration and geological drilling, the Xishawan-Xingsheng buried fault is an early to middle Pleistocene Fault capped by late Pleistocene lacustrine strata. We reckon that the Xishawan-Xingsheng Fault is one of the synthetic faults that dip towards the main boundary fault of Baiyanhua sub-depression. Similarities in lithology, geometry, and structural characteristics of south boundary faults all indicate that Baotou uplift is the western extension of Daqing Mountains. Multiple factors may contribute to the formation of Baotou uplift, such as tectonic subsidence and the development of large-scale river system and mega-lake. We suggest that the upwelling of asthenosphere may play a primary role in the evolution of Wulanshan piedmont fault and Daqingshan piedmont fault. Separated by the Baotou uplift, the Wulashan piedmont fault and Daqingshan piedmont fault can be regarded as independent seismogenic faults. The Hetao depression zone is featured by complex inner structures, and many scientific issues are subject to further researches. Thus, more attention should be paid to the secondary structures within the depression zone for a better understanding on the formation and evolution of Hetao depression zone.  相似文献   

19.
王绍晋  罗淑进 《地震研究》1997,20(2):170-177
在分析构造应力场最大主应力方向和断层走向之间的夹角与断层错动关系的基础上,同时还考虑断层的几何特征,错动性质以及应力场状态等因素,提出以断怪启动系数K值来定量表征处在相同构造尖力环境中,不同走向的活动断裂的活动程度,并以1988年澜沧-耿马大震序鲁为例,计算了大震和强余震震源机制节面的断层启动系数,对震区主要活动断裂在近似情况下也计算了断层启动系数,以此在结合地震破裂带等资料对大震和强余震的发震断  相似文献   

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