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1.
北京南口山前断层活动性研究   总被引:2,自引:0,他引:2       下载免费PDF全文
车兆宏  王广余 《地震地质》1996,18(4):313-318
系统分析了监测南口山前断层活动性的形变及重力复测资料。研究认为:断层各段的活动性存在明显差异,上口~南口段活动幅度小,南口~白羊城段为持续张性活动,活动速率较大,白羊城~马刨泉段呈现间断性的扭动或张性活动;强震发生前后,断层活动方式发生转折,表明强烈地震的孕育发展进程,影响着区域构造活动的特性;南口山前断层各段深部活动具有统一性,并存在剧烈的局部构造活动;应重视南口山前断层发生强烈地震的可能性.特别是南口~白羊城段  相似文献   

2.
利用北京昌平南口地区的地震活动性、震源参数与介质特性等对南口山前断裂进行断层分段,结果表明该断层各段的地震学特征差异明显,与地质学手段所得到的部分结果是一致的  相似文献   

3.
南口-孙河断层活动性研究   总被引:4,自引:1,他引:4       下载免费PDF全文
依据大地测量资料,分析研究了南口-孙河断层的活动性及其对区域构造活动的控制作用。研究认为,南口-孙河断层现今仍有活动,东三旗以西为张性反扭。该断层对首都圈构造活动具有控制作用,为一主干断层,近期活动增强。在首都圈构造活动性研究及地震趋势预测中,对南口-孙河断层必须予以足够的重视。  相似文献   

4.
南口-孙河断层活动性研究   总被引:2,自引:0,他引:2       下载免费PDF全文
车兆宏 《地震地质》1994,16(2):115-120
依据大地测量资料,分析研究了南口-孙河断层的活动性及其对区域构造活动的控制作用。研究认为,南口-孙河断层现今仍有活动,东三旗以西为张性反扭。该断层对首都圈构造活动具有控制作用,为一主干断层,近期活动增强。在首都圈构造活动性研究及地震趋势预测中,对南口-孙河断层必须予以足够的重视  相似文献   

5.
黄庄-高丽营断层的分段性   总被引:1,自引:0,他引:1  
应用分形几何理论讨论了黄庄-高丽营断层的分段性。用分数维作为定量标志把断层分成了三段(SW-NE);第Ⅰ段和第Ⅱ段以良乡凸起为界,第Ⅱ段和第Ⅲ段以NW向的南口-孙河断层为界。用地球物理资料、大地测量和断层位移测量资料、地震活动资料等对分段的合理性进行了验证。认为分数维较大、断层活动和地震活动性均较强的第Ⅱ段应为地震危险重点监视区。  相似文献   

6.
首都圈断层活动性研究   总被引:10,自引:0,他引:10  
本文分析了首都圈47处监测断层活动性的大地形变测点资料,给出了各处断层现今活动情况及速率。研究认为,首都圈现今应力场受华北区域应力场的支配,活动剧烈的断层主要有:沿河城—南口山前断层、八宝山—黄庄—高丽营断层、南口—孙河断层;1987年之后断层活动平均速率上升到0.40mm/年,应力场处于加强过程;应力集中地段在黄庄—高丽营断层北端、沿河城—南口山前断层北端,狼山断层、怀来—涿鹿北缘断层近年活动剧烈,其北端也是应力加强地区;构造运动的活跃与地震活动同步,目前构造运动继续处于活跃状态。上述应力集中地段的地震危险性应予以重视。  相似文献   

7.
榆木山北缘断裂的构造地貌特征与断层活动性   总被引:6,自引:0,他引:6  
构造地貌能反映断裂的结构变形特征和断层的活动强度。便如断层陡坎的高度、长度和坡度以及断层陡坎的连续程度。在这篇文章中,讨论了断层段内每个段落断层陡坎的F(C),F(D),F(LR),F(SR)值的特征。在这篇文章结尾,还讨论了冲洪积扇特征对以活动强度的反映。从地貌统计结果来看,发现在榆木山断裂的中间部位冲洪积扇体坡度最大,从中间向两侧中洪积扇扇体坡度呈减弱趋势。文中还给出了断层陡无坎变形的测量结果,冲洪积扇扇顶热释光年龄和断层滑动速度。从分析结果来看,榆木山北缘断裂可以细分为三段,东段(梨园小口子-排路口)、中段(排路口-芦泉河)和西段(芦泉河-李家山子)。  相似文献   

8.
北天山地区活动逆断裂-褶皱带构造与潜在震源区估计   总被引:27,自引:7,他引:20       下载免费PDF全文
北天山山前逆断裂-褶皱带是典型的大陆内部活动挤压构造,该地区的地表活动构造、隐伏活动构造及活动背斜都受地下深处近水平滑脱断层控制。对1906年玛纳斯地震(M7.7)的发震构造、地表变形与破裂特征和山前活动逆断裂带上古地震的研究表明,北天山山前隐伏活动深断坡具备大地震发生的构造条件,大致以金钩河为界分为东西两段,相应地构成两个大地震潜在震源(M8)。山前第2条玛纳斯逆断裂-褶皱带和第3条独山子逆断裂-褶皱带中的各个活动背斜,以及西湖隆起等可能是8个中强地震的潜在震源(M6)。  相似文献   

9.
Sukmono等(1997)指出有一种被称为苏门答腊断层系(SFS)地震活动性分形图像的重要性图象,将沿具有断层段几何分维(D)值的SFS诸段发生的浅源大地震(深度≤50km,5≤mb≤7.0)的时间给出了相关关系。通过使用这种重复图象,成功地预测出两个1995-1996年间发生在SFS的地震。从1997年这篇文章发表以来,在SFS已发生过4次浅源大地震,分别发生在亚齐段(3次)和克帕希昂段。这4次地震遵从所提出的SFS地震活动性分形图象,从而又一次证实了这种图象沿SFS地震长期预测中的适用性。  相似文献   

10.
江娃利  谢新生 《地震地质》2002,24(2):177-187
当探槽开挖长度未跨过断层变形带时,得到的断层垂直位移将偏离断层活动的真实情况,在缺少依据帮助确定断层陡坎原始下坡角的具体位置时,通过断层陡坎高度获得的断层垂直位移也将与实际情况有较大的偏离,文中对此进行了讨论。并讨论了应用断层两侧近水平地层累积变位量的分解确定古地震事件期次的方法,以及探槽剖面中断层两侧同层地层厚度差异是断层活动事件的反映等问题。引用了内蒙古大青山山前断裂和狼山山前断裂、北京平原夏垫断裂和南口-孙河断裂及日本丹那断层探槽开挖的实例。  相似文献   

11.
本文联合利用甘肃及周边测震台网记录的古浪及周边地区4592次地震的P波绝对到时资料和相对到时资料,采用双差地震层析成像方法反演了古浪震源区高分辨率的三维P波速度精细结构.结果显示,浅部P波速度分布与地表地质之间具有很好的对应关系.皇城—双塔断裂带在6 km以上深度表现为高速异常带,而在6~15 km逐渐转换为明显的低速特征,之后再次转换为高速体.震区下部在10~20 km深度有一个尺度约200 km2的低速异常体,地震发生时破裂首先在该低速体发生,与主震空间位置非常吻合.主震区的岩石结构主要由奥陶纪变质砂岩、石英岩和加里东期的花岗岩等坚硬岩体组成.这种坚硬岩体对应的P波速度结构为高速体,有利于能量积累.武威盆地在20 km以上深度表现为明显的低速异常,在25 km深度之下,整体显示为高速体,表现出稳定块体的特征.表明武威盆地中下地壳和上地幔顶部已插入到冷龙岭隆起带之下.震区小震重新定位发现,皇城—双塔断裂带东、西两段表现出不同的力学运动性质,西段以逆冲运动为主,地震主要发生在断裂的下盘.而东段地震却主要发生在上盘,断层活动以局部拉张为主.我们还首次发现在皇城—双塔断裂带的中段与主破裂呈垂直方向存在有在主震发生时新产生的一条共轭断层,基于小震的断层面参数反演显示该断裂是一高倾角运动性质以右旋为主兼具正断的断裂.  相似文献   

12.
色尔腾山山前断裂晚第四纪活动与破裂分段模型   总被引:2,自引:0,他引:2  
通过对断裂的几何结构、晚第四纪活动构造特征、古地震活动性以及分段边界构造特征等方面的分析和研究,色尔腾山山前断裂的活动段落组成可以初步确定为:乌加河段(东乌盖沟-大后店)、乌句蒙口-东风村段(大后店-得令山)、大余太段(得令山-小余太沟口)和乌兰忽洞段(小余太沟口-台梁)等4段,其间的段落边界分别为大后店山咀、得令山山咀和小余太沟口阶区。这些段落为相互独立的地震活动单元,但不能排除乌加河段和乌句蒙口-东风村段之间、大余太段和乌兰忽洞段之间联合破裂的可能。  相似文献   

13.
Located at the bend of the northeastern margin of Qinghai-Tibet Plateau, the Haiyuan fault zone is a boundary fault of the stable Alashan block, the stable Ordos block and the active Tibet block, and is the most significant fault zone for the tectonic deformation and strong earthquake activity. In 1920, a M8.5 earthquake occurred in the eastern segment of the fault, causing a surface rupture zone of about 240km. After that, the segment has been in a state of calmness in seismic activity, and no destructive earthquakes of magnitude 6 or above have occurred. Determining the current activity of the Haiyuan fault zone is very important and necessary for the analysis and assessment of its future seismic hazard. To study activity of the Haiyuan fault zone, the degree of fault coupling and the future seismic hazard, domestic and foreign scholars have carried out a lot of research using geology methods and GPS geodetic techniques, but these methods have certain limitations. The geology method is a traditional classical method of fault activity research, but dislocation measurement can only be performed on a local good fault outcrop. There are a limited number of field measurement points and the observation results are not equally limited depending on the sampling location and sampling method. The distribution of GPS stations is sparse, especially in the near-fault area, there is almost no GPS data. Therefore, the spatial resolution of the deformation field features obtained by GPS is low, and there are certain limitations in the kinematic parameter inversion using this method. In this study, we obtain the average InSAR line-of-sight deformation field from the Maomaoshan section to the mid-1920s earthquake rupture segment of the Haiyuan earthquake in the period from 2003 to 2010 based on the PSInSAR technique. The results show that there are obvious differences between the slip rates of the two walls of the fault in the north and the south, which are consistent with the motion characteristics of left-lateral strike-slip in the Haiyuan fault zone. Through the analysis of the high-density cross-fault deformation rate profile of the Laohushan segment, it is determined that the creep length is about 19km. Based on the two-dimensional arctangent model, the fault depth and deep slip rate of different locations in the Haiyuan fault zone are obtained. The results show that the slip rate and the locking depth of the LHS segment change significantly from west to east, and the slip rate decreases from west to east, decreasing from 7.6mm/a in the west to 4.5mm/a in the easternmost. The western part of the LHS segment and the middle part are in a locked state. The western part has a locking depth of 4.2~4.4km, and the middle part has a deeper locking depth of 6.9km, while the eastern part is less than 1km, that is, the shallow surface is creeping, and the creep rate is 4.5~4.8mm/a. On the whole, the 1920 earthquake's rupture segment of the Haiyuan fault zone is in a locked state, and both the slip rate and the locking depth are gradually increased from west to east. The slip rate is increased from 3.2mm/a in the western segment to 5.4mm/a in the eastern segment, and the locking depth is increased from 4.8km in the western segment to 7.5km in the eastern segment. The results of this study refine the understanding of the slip rate and the locking depth of the different segments of the Haiyuan fault zone, and provide reference information for the investigation of the strain accumulation state and regional seismic hazard assessment of different sections of the fault zone.  相似文献   

14.
断裂带气体地球化学特征与形变特征之间的相关关系是建立具有物理预报思路断层气流动观测网络布设的重要课题。选择有大量温泉出露点且形变较剧烈的西秦岭北缘断裂带为研究对象,对跨断层形变测量场地进行断层土壤气剖面重合布设及现场测量,重点研究断层气分段性特征与断层形变、地震活动性特征耦合关系,探讨利用多种方法开展断裂带强震危险性分析的可能性。结果表明:断裂带土壤气地球化学特征和断层水准形变特征的分布具有良好相关关系,二者对比结果同时显示出西秦岭北缘断裂带中东段——武山段断层活动性相对活跃,渭源—漳县段次之,天水段断层相对闭锁的特征;且武山和甘谷走滑拉分区因流体活动的影响以中小地震活动为主,天水段和漳县段西部及与武山段交汇的盘古川地区,流体活动较弱,应变速率较小,存在孕育强震的可能。  相似文献   

15.
The 2022 Menyuan MS6.9 earthquake, which occurred on January 8, is the most destructive earthquake to occur near the Lenglongling (LLL) fault since the 2016 Menyuan MS6.4 earthquake. We relocated the mainshock and aftershocks with phase arrival time observations for three days after the mainshock from the Qinghai Seismic Network using the double-difference method. The total length and width of the aftershock sequence are approximately 32 km and 5 km, respectively, and the aftershocks are mainly concentrated at a depth of 7–12 km. The relocated sequence can be divided into 18 km west and 13 km east segments with a boundary approximately 5 km east of the mainshock, where aftershocks are sparse. The east and west fault structures revealed by aftershock locations differ significantly. The west fault strikes EW and inclines to the south at a 71º–90º angle, whereas the east fault strikes 133º and has a smaller dip angle. Elastic strain accumulates at conjunctions of faults with different slip rates where it is prone to large earthquakes. Based on surface traces of faults, the distribution of relocated earthquake sequence and surface ruptures, the mainshock was determined to have occurred at the conjunction of the Tuolaishan (TLS) fault and LLL fault, and the west and east segments of the aftershock sequence were on the TLS fault and LLL fault, respectively. Aftershocks migrate in the early and late stages of the earthquake sequence. In the first 1.5 h after the mainshock, aftershocks expand westward from the mainshock. In the late stage, seismicity on the northeast side of the east fault is higher than that in other regions. The migration rate of the west segment of the aftershock sequence is approximately 4.5 km/decade and the afterslip may exist in the source region.  相似文献   

16.
红柳峡跨断层水准多次出现由张性背景转为大幅压缩的规律性变化,基于青藏高原地区5级以上地震高频时空分布特征,与祁连山断裂带异常跨断层场地同步性进行对比,结果显示:①红柳峡跨断层水准与祁连山断裂带上其他跨断层异常场地变化时间一致性较好;②在红柳峡水准出现压性变化的1年内,青藏高原5级以上地震高频活动多发,且红柳峡水准出现压缩变化时段内,在青藏高原内部多形成NE向5级以上地震条带,表明应力多沿NE向集中。研究结果表明,印度洋板块在北向推挤增强过程中,引发青藏高原内部及周边块体一系列地震,而作为祁连山断裂带西端特殊的跨断层场地,红柳峡跨断层存在块体调整过程中出现较为规律异常变化的可能。  相似文献   

17.
The northern boundary fault of Huailai-Zhuolu basin,Hebei Province,has a total length of 58 km and a general strike of NE.The geometry and feature of activity of the 5 segments of the fault greatly differ from each other.17 paleoseismic events have been recognized within 11 trenches excavated along the different segments of the fault.It is found that each segment is characterized by its distinct recurrence of paleoearthquakes.The recurrence intervals of strong earthquakes for each segment are 3500-7000 a for the shortest and 17,000-20,500 a for the longest.However,the recurrence interval of strong earthquakes for whole fault ranges between 750-8500 a.The boundary of the segments can be recognized as the junction,gap,bending,jog and salient of the fault.The length of the segment ranges between 7.5-14 km.  相似文献   

18.
本文采用天然地震近震走时反演地壳三维速度结构的方法获得了郯庐断裂带鲁苏皖段及附近地壳(30°N—37°N,113°E—122°E)三维速度结构.对地壳内分层速度结构的分析发现,郯庐断裂带鲁苏皖段存在速度的分段特征.郯庐断裂带鲁苏皖段浅层35.3°N以北,34.5°N—35.3°N间,33°N—34.5°N间呈现的速度分段和地表出露地层有关,与地质上安丘段、莒县—郯城段,新沂—泗洪段三个破裂单元相对应,且和各段的地震活动相呼应,表明郯庐带新沂到泗洪段可能是断裂的闭锁段.郯庐断裂带鲁苏皖段地壳速度结构自浅至深分为三段,大体位置是:南段(32.5°N—33°N以南),中段(32.5°N—33°N至35°N—35.3°N),北段(35°N—35.3°N以北).上地壳分段与苏鲁超高压变质岩带的插入有关,中、下地壳速度分段则可能和火山岩滞留有关.地壳各层速度结构不同段的速度差异反映了构造块体的速度差异,表明各构造块体在地壳下部仍有差异,郯庐带西侧速度总体高于东侧,反映了不同构造块体的形成和组成差别,也说明了该断裂带可能延伸到莫霍面.而不同深度的分段性可能反映了不同地质演化过程.  相似文献   

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