首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 125 毫秒
1.
2001年11月14日青新交界MS8.1地震地表破裂带的初步调查   总被引:20,自引:5,他引:20       下载免费PDF全文
初步的野外调查表明,2001年11月14日青新交界8.1级地震的地表破裂带位于昆仑山南麓,西端可能终止于布喀达坂峰,东端点距青藏公路以东70km.主破裂带总长度可达350km,总体走向N80°~85°W.具明显的左旋水平走滑运动性质,最大左错量为6m.宏观震中初步定在库赛湖东约30km一带,震中区烈度定为Ⅺ度根据初定宏观震中的位置,建议将该地震命名为库赛湖地震.  相似文献   

2.
2001年昆仑山口西MS8.1地震地表同震位移分布特征   总被引:10,自引:1,他引:9       下载免费PDF全文
沿长约 4 2 6km的 2 0 0 1年昆仑山口西MS8 1地震地表破裂带共获得 2 91个点的地表同震水平左旋位移数据 ,并在其中 1 1 1个点获得了垂直位移数据。该地震总体以左旋水平位移为主 ,兼具一定的垂直位移。最大地表左旋水平位移值可达 6 4m ,平均水平位移约为 2 7m ,绝大多数测点的垂直位移均 <1m。地表水平位移沿主破裂带走向位移梯度变化于 1 0 - 1~ 1 0 - 4之间 ,这一起伏变化可能起因于野外测量误差、沿主破裂带岩性或松散沉积物厚度的变化、地表破裂带几何结构的不均匀性、地表破裂走向的变化、不同破裂段在昆仑山口西 8 1级地震之前的地震中滑动量的起伏变化 ,以及大量非脆性变形、次级破裂的存在等。水平位移沿主破裂带的长波长 (数十公里至数百公里 )起伏变化较有规律 ,在布喀达坂峰以东表现为分别以 5个水平位移峰值为中心而有规律地起伏变化。这5个位移峰值分别对应于不同的次级地震地表破裂段。各破裂段水平位移峰值均向阶区或拐点逐渐衰减 ,不同地表破裂段位移峰值向两侧衰减的速率是不同的 ,这种位移梯度的不对称分布可能指示了地震破裂的扩展方向。上述位移分布特征真实地反映了地表可见脆  相似文献   

3.
基于卫星影像解译和野外考察测量,本文对东昆仑断裂带中东部的3条次级断裂(托索湖断裂、玛沁断裂和玛曲断裂)的滑动速率以及全新世以来的古地震活动特征进行了分析研究。托索湖段与玛沁段走向产生20°和30°的双挤压弯曲,形成阿尼玛卿山挤压隆起,作为托索湖段和玛沁段的破裂分段标志,成为1937年托索湖7.5级地震地表破裂带的终止点;在西贡周西侧和莫哈塘南侧,阿万仓断裂以40°的夹角与东昆仑断裂带相交,形成西贡周断裂交汇区,成为玛沁段与玛曲段破裂分段的标志。通过构造地貌方法获得西段托索湖断裂晚第四纪晚期以来的平均水平速率为10.8±1mm/a,垂直滑动速率为1.2±0.2mm/a;中段玛沁断裂带晚第四纪晚期以来的平均水平滑动速率为9.3±2mm/a,垂直滑动速率为0.7±0.1mm/a;西贡周断层交汇区平均水平滑动速率为7.4±1mm/a,垂直滑动速率为1.2±0.1mm/a;东段玛曲断裂晚第四纪晚期以来的平均水平滑动速率为4.9±1.3mm/a,垂直滑动速率为0.3mm/a。断裂的滑动速率从西至东呈梯度下降,通过构造转换矢量分解获得阿万仓断裂西支的左旋水平走滑速率为2.4mm/a,东支的左旋水平走滑速率为1.4mm/a,垂直断裂的水平缩短速率为2.3mm/a,阿万仓断裂带西支和东支构成一个滑动分解模式。3条次级断裂的活动均产生独立地表破裂,西侧的托索湖断裂发生了1937年MS7.5级地震,中段玛沁断裂发生了公元1061年格萨尔王时期和距今358~430CalaBP的地表破裂,玛曲段地表破裂距今约1055~1524aBP,显示出段落之间应力触发有关的地震破裂事件沿断裂带单向迁移的特征。同时利用断裂单次地震位移和古地震复发周期获得断裂的长期滑动速率,结果显示与构造地貌方法获得的滑动速率几乎一致,也显示自西向东逐渐递减的趋势。断裂滑动速率的递减与几何结构走向的弯曲以及横向断裂的相交一一对应,东昆仑断裂带的滑动速率梯度递减的主要原因是东昆仑断裂带东延和横向断裂相交,构造转换造成的。  相似文献   

4.
周卓群  夏晨  李震  戚承志 《地震工程学报》2022,44(3):727-734,743
中国青海省门源县于2022年1月8日发生6.9级地震。依据该地震震源断层信息设置4种不同的位错分布模式,基于Okada提出的地表位移解析解分别计算4种模式下地表同震位移场,结合现场观测数据,探讨发震断层的滑动形式及其对周边地表产生的影响。结果表明,此次地震发震断裂初步判断主要为冷龙岭断裂西侧延伸至托莱山断裂,以左旋走滑断层为主,断层面上最大位错量达到4 m左右;震中西南侧向NE方向运动,东南侧向SE方向运动,西北侧和东北侧分别向NW以及SW方向运动;震中附近小范围区域产生了超过1.5 m的地表水平位移,破裂带上存在竖向地表位移超过0.5 m的区域;现场监测到局部产生最大约2.1~2.3 m的水平位错,以及部分区段垂直位错量最大达到0.7 m;以震中位置为中心,断层引起的地表位移影响范围达到约30 km×36 km,此范围内产生的地表位移大于0.1m。研究为此次地震的震后恢复工作以及此区域后续的工程设防等提供参考。  相似文献   

5.
四川西昌1850年地震地表破裂特征研究   总被引:8,自引:7,他引:8       下载免费PDF全文
任金卫  李坪 《地震地质》1993,15(2):97-106,T002
本文对则木河断裂带上各种地震地表破裂现象作了调查和时代方面的研究,结果表明,1850年西昌地震在西昌北的李金堡至宁南的松新间形成了长达90km的地震形变带。地震位错的最大水平位移为7m,垂直位移一般为0.5~2m,对地震形变带中的各种变形遗迹和地震地表破裂特征的研究表明,则木河断裂是这次地震的发震构造,震中位于大箐梁子一带,震中烈度达Ⅹ~Ⅺ。地震破裂的力学性质为左旋扭张,与则木河断裂晚第四纪以来的活动一致。地震破裂具有向南突出发展的不对称特点  相似文献   

6.
2001年11月14日昆仑山口西发生81级地震.应用高分辨率卫星影像进行地震地表破裂带解译,10m分辨率SPOT卫星影像能够清楚地反映出地震地表破裂主破裂带的形迹, 1m分辨率IKONOS影像能反映出地震地表破裂的精细结构及运动特征.结果表明,昆仑山口西81级地震地表破裂带主要位于东昆仑断裂南麓冲洪积台地或冲洪积台地后缘的地貌陡变带和断层谷地里,是一条叠置在先存破裂带上的地震破裂带.在布喀达坂峰以东的地表破裂带长近350km,由3条次级破裂组成,走向100°.流经破裂带的一系列沟谷发生左旋同步扭曲,平均滑动速率为134~168mm/a,属AA级活动水平.最大左旋位错78m,地震破裂带最宽达1250m,宏观震中位于93°17′E,35°47′N,即玉西峰附近的地震地表破裂带上.  相似文献   

7.
张波  何文贵  方良好  庞炜  赵泽贤  刘兴旺 《地震研究》2015,38(2):262-271,333
结合前人研究结果和野外考察,发现1936年甘肃康乐6(3/4)级地震的地表破裂带长14 km,走向NWW,主要由3小段(西段、中段和东段)呈右阶排列而成。地表破裂主要有地震陡坎、地裂缝等。西段长3.7 km,有新鲜的崩塌堆积;中段长4.4 km,有大规模的基岩崩塌,同震左旋位移和垂直位移分别为2.5 m和0.6 m;东段长约6 km,同震水平位移和垂直位移分别为1.5 m和0.3 m。同震变形以左旋走滑为主,兼具逆冲分量,最大地表垂直位错量(0.6 m)仅为水平位错量(2.5 m)的(1/4)。1936年康乐地震时崩落的岩块上零星生长着最大直径仅20~30 mm的丽石黄衣,部分无地衣生长,此次地震由围子山—大夏河断裂向东扩张所致。  相似文献   

8.
1850年西昌地震地表破裂带的考察研究   总被引:11,自引:0,他引:11  
根据实地考察研究结果,1850年西昌地震地表形变带全长约90km。现存的地表破裂形迹有地震断层、地震裂缝、地震沟槽、地堑、地震陷坑、冲沟及山脊位错、崩塌滑坡等。最大左旋水平位错5.7m,垂直位错3.8m,形变带严格沿则木河断裂展布。该次地震的发震构造应为则木河断裂,震级M≥7.5级。  相似文献   

9.
王辉  谷一山 《地震学报》1991,13(3):344-353
1988年11月6日,在云南省西南部的澜沧-耿马断裂带上发生了两次大于7级的地震.地震造成的严重破坏和人员伤亡主要是由于极震区内抗震性能极差的毛石房、砖柱土坯房的大量倒塌所致.澜沧地震的震中基本烈度可达Ⅸ度,耿马地震极震区烈度达Ⅹ度.澜沧地震构造活动的地表证据主要是出现在极震区内的张性地裂缝带和小断层陡坎.地裂缝带和小断坎主要出现在四条相对连续的北北西走向的狭窄地带内,其长度从几百 m 到6km 不等.澜沧地震地表破裂带长约35km,宽约3km,最大垂直位移量和最大右旋水平位移量分别为1.5m 和1.4m.耿马地震地表断裂活动的明显证据包括一系列北北西走向的地裂缝带和一段长约5km的地震断层陡坎.耿马地震地表破裂带长约24km,其最大垂直位移3.5m,最大右旋水平位移为3m.两次地震形成的地表破裂带均具有右旋-正断层性质.本文讨论了这两次地震的 度分布及地表破裂特征.   相似文献   

10.
通过分析 2 0 0 1年昆仑山口西MS8.1地震前后的GPS资料和 1 979— 2 0 0 2年的水准测量资料 ,获得了地表同震位移场。利用这些同震位移数据 ,以震后详细野外地质调查破裂数据为约束 ,反演了破裂断层面上的同震滑动分布。结果表明 ,破裂下界深度为 1 4 .2~ 2 1km(70 %置信区间 ) ,最佳破裂深度 1 7km。虽然在太阳湖段和主破裂带西端的中间区域未观测到地表破裂 ,但反演的结果表明此区域存在 2~ 3m左右的左旋水平走滑 ,与InSAR资料分析得到的结果一致。地表以下的破裂西端止于太阳湖段 ,而东端似乎在地表破裂迹线以东 30km范围内仍存在 1 .5~ 2 .0m的左旋滑动。反演的垂直位移表明断层在东经 93°以西部分大体表现为南盘上升 ,而东经 93°以东部分表现为北盘上升。由大地测量和地表破裂调查得到的地震矩释放为 6 .1× 1 0 2 0 N·m ,与地震波资料的反演结果基本一致  相似文献   

11.
The East Kunlun active fault zone, which lies in the valley of the Kunlun Mountains above an elevation of 4,000 meters, is an important active fault zone in the Northeast Qinghai-Xizang (Tibet) Plateau. The 1937, the Tosonhu lake M_S7.5 earthquake occurred in the eastern segment of the East Kunlun active fault zone. Four field investigations were launched on this seism in 1963, 1971, 1980, and between 1986 and 1990. However, due to different extents of the investigations, four different conclusions have been gained. Concerning the length aspect of the surface rupture zone of this earthquake, the unanimous consensus is that its eastern end lies in the west side of the main Ridge of the A'nyêmaqên Mountains, but opinions about the western end and the location of the macro-epicenter are different. Based on investigation and comprehensive study, a series of scientific problems like geometric and kinetic characteristics, the length of the rupture zone, the maximum sinistral horizontal displacement and the macro-epicenter were re-evaluated. We believe that the total length of this earthquake's surface deformation zone is at least 240km; the western end of the zone is at the west of Wusuwuwoguole; the maximum sinistral horizontal displacement is 8m to the west of Baerhalasha gully on the east side of Sanchakou; the maximum vertical displacement is 3.5m in the south of Sanchakou and the macro-epicenter is in Sanchakou.  相似文献   

12.
2001年昆仑山口西地震经历了一个相当复杂的破裂过程,迄今为止用不同资料、不同方法和模型得到的同震破裂发布具有很大差异.我们采用地震前后GPS和InSAR观测数据得到的同震位移反演该地震的同震破裂分布,检验各种可能的模型参数,得到在数据与平滑优化约束下尽可能详尽的结果.建模过程经历三个步骤:(1)采用直立断层模型反演,根据解的分辨率和拟合差的折中曲线得到最优平滑约束;(2)改变断层倾角,找到使得观测数据和正演计算拟合最好的断层倾角;(3)根据前面两步得到的最优平滑约束和断层倾角求得地震同震破裂分布.比起前人的研究结果,我们得到的地表走滑分量随断层分布与地质考察数据符合得更好.我们还发现形变沿断层两盘并不对称,断层南盘的位移比北盘大10%~20%.这种位移场的不对称性可以由倾角约为80°~81°的南倾断层所解释.我们首次用大地测量数据揭示了太阳湖断层东端和东昆仑主断层西端~50 km的左阶断层上吸收了0.1~0.2 m的正断层分量,昆仑山口断层段吸收了~0.8 m的逆冲分量.地震释放的总地震矩为9.3×1020 N·m, 对应于 Mw8.0的地震.  相似文献   

13.
Bayan Hara Block is one of the most representative active blocks resulting from the lateral extrusion of Tibet Plateau since the Cenozoic. Its southern and northern boundary faults are characterized by typical strike-slip shear deformation. Its eastern boundary is blocked by the Yangze block and its horizontal movement is transformed into the vertical movement of the Longmen Shan tectonic belt, leading to the uplift of the Longmen Shan Mountains and forming a grand geomorphic barrier on the eastern margin of the Tibet Plateau. A series of large earthquakes occurred along the boundary faults of the Bayan Hara Block in the past twenty years, which have attracted attention of many scholars. At present, the related studies of active tectonics on Bayan Hara Block are mainly concentrated on the boundary faults, such as Yushu-Ganzi-Xianshuihe Fault, East Kunlun Fault and Longmen Shan Fault. However, there are also some large faults inside the block, which not only have late Quaternary activity, but also have tectonic conditions to produce strong earthquake. These faults divide the Bayan Hara Block into some secondary blocks, and may play important roles in the kinematics and dynamics mechanism of the Bayan Hara Block, or even the eastern margin of the Tibet Plateau. The Dari Fault is one of the left-lateral strike-slip faults in the Bayan Hara Block. The Dari Fault starts at the eastern pass of the Kunlun Mountains, extends eastward through the south of Yalazela, Yeniugou and Keshoutan, the fault strike turns to NNE direction at Angcanggou, then turns to NE direction again at Moba town, Qinghai Province, and the fault ends near Nanmuda town, Sichuan Province, with a total length of more than 500km. The fault has been considered to be a late Quaternary active fault and the 1947 M73/4 Dari earthquake was produced by its middle segment. But studies on the late Quaternary activity of the Dari Fault are still weak. The previous research mainly focused on the investigation of the surface rupture and damages of the 1947 M73/4 Dari earthquake. However, there were different opinions about the scale of the M73/4 earthquake surface rupture zone. Dai Hua-guang(1983)thought that the surface rupture of the earthquake was about 150km long, but Qinghai Earthquake Agency(1984)believed that the length of surface rupture zone was only 58km. Based on interpretation of high-resolution images and field investigations, in this paper, we studied the late Quaternary activity of the Dari Fault and the surface rupture zone of the 1947 Dari earthquake. Late Quaternary activity in the central segment of the Dari Fault is particularly significant. A series of linear tectonic landforms, such as fault trough valley, fault scarps, fault springs and gully offsets, etc. are developed along the Dari Fault. And the surface rupture zone of the 1947 Dari earthquake is still relatively well preserved. We conducted a follow-up field investigation for the surface rupture zone of the 1947 Dari earthquake and found that the surface rupture related to the Dari earthquake starts at Longgen village in Moba town, and ends near the northwest of the Yilonggounao in Jianshe town, with a length of about 70km. The surface rupture is primarily characterized by scarps, compressional ridges, pull-apart basins, landslides, cleavage, and the coseismic offset is about 2~4m determined by a series of offset gullies. The surface rupture zone extends to the northwest of Yilonggounao and becomes ambiguous. It is mainly characterized by a series of linear fault springs along the surface rupture zone. Therefore, we suggest that the surface rupture zone of the 1947 Dari earthquake ends at the northwest of Yilonggounao. In summary, the central segment of the Dari Fault can be characterized by strong late Quaternary activity, and the surface rupture zone of the 1947 Dari earthquake is about 70km long.  相似文献   

14.
Based on the rupture models of the 2015 Pishan MW6.4 earthquake and half space homogeneous elastic model, the Coulomb stress changes generated by the earthquake are calculated on the active faults near the earthquake region. The horizontal stress changes and the displacement field are estimated on the area around the epicenter. Results show that:(1)The Coulomb stress is decreased in the west of the western Kunlun frontal thrust fault(9.5×103Pa), and increased in the east of the western Kunlun frontal thrust fault and the middle of the Kangxiwa faults. More attention should be taken to the seismic rick of the east of the western Kunlun frontal thrust fault; (2)Based on the analysis on the location of the aftershocks, it is found that most of the aftershocks are triggered by the earthquake. In the region of increased Coulomb attraction, the aftershock distribution is more intensive, and in the area of the Coulomb stress reduction, the distribution of aftershocks is relatively sparse; (3)The horizontal area stress increases in the north and south of the earthquake(most part of the Qaidam Basin and the northwest of the Qinghai-Tibet plateau), and decreases in the east and west of the earthquake(northern part of the Qinghai-Tibet plateau and eastern part of the Pamir Mountains). In the epicenter area, the principal compressive stress presents nearly NS direction and the principal extensional stress presents nearly EW direction. The principal compressive stress shows an outward radiation pattern centered on the epicenter with the principal extensional stress along the direction of concentric circles. The principal compressive stress presents NW direction to the west of the epicenter, and NE to the east of the epicenter. With the increase of radius, the stress level gradually decays with 107Pa in the epicenter and hundreds Pa in the Maidan Fault which is in the north of the Qaidam Basin.  相似文献   

15.
东昆仑断裂带东部塔藏断裂地震地表破裂特征及其构造意义   总被引:12,自引:0,他引:12  
东昆仑断裂带作为青藏高原中东部的巴颜喀拉地块北缘边界断裂带, 研究其强震破裂行为对于认识断裂带活动性及分析川西北地区未来地震危险性具有重要意义。 通过沿断裂发育的大量断错地貌勘查、 典型微地貌DGPS测量及样品年代测定, 认为东昆仑断裂带向东的强震活动性延伸至若尔盖盆地北侧, 即东昆仑断裂带东部塔藏断裂的罗叉段。 此段在卫星影像上呈清晰的灰黑色、 灰黄色线性条带, 地震形变带主要表现为断层陡坎、 坡中谷、 冲沟和阶地位错、 植物异常呈线性分布、 跌水、 断层泉、 断塞塘以及伴随地表错动而出现的滑坡、 垮塌和倒石堆。 这些破裂现象沿先存断层断续分布, 组成长约50 km的“L”形地震形变带。 断裂活动造成冲沟和阶地左行运动, 位错量主要集中在5.5~6.0 m、 18~23 m、 68~75 m和200~220 m范围。 最近地震发生在(340±30)~(500±30)BP间, 宏观震中位于本多村西北5~7 km, 震级为MW7.3左右, 同震位移最大值为6 m, 水平位错量为5.5~6.0 m, 垂直位错量一般为0.2~0.5 m, 其比例为51~101。 对地震形变带中的各种变形遗迹和地震地表破裂特征的研究表明, 塔藏断裂是这次地震的发震构造。 确定了塔藏断裂为全新世活动断层, 近期断层在压剪切作用控制下以左行运动为主, 兼有少量逆冲分量, 同东昆仑断裂带其他段的活动性质相似, 认为东昆仑断裂带延伸至若尔盖盆地北侧, 研究结果支持“大陆逃逸”模型。  相似文献   

16.
利用基于升、降轨InSAR形变场及余震精定位结果反演得到的同震滑动模型,通过PSGRN/PSCMP程序获得同震水平形变场及应力场分布特征,结合玛多MS7.4地震周边形变同震阶变台站分布特征,探讨同震应力场变化与同震阶变台站分布间的关系。模拟得到的水平形变场结果显示,此次玛多地震为左旋走滑运动特征,水平形变量主要集中在巴颜喀拉块体内,其次是北部的柴达木块体;羌塘块体以及祁连块体同震水平位移量较小;昆仑山口-江错断裂作为一条NE倾向的走滑型断裂,断层上盘区域滑动量明显大于下盘,模拟得到的最大水平形变量达1380mm;形变同震阶变的台站主要集中分布在祁连山断裂带中东段以及西秦岭等地区,祁连山断裂带中东段位于此次玛多地震同震正应力变化正值区域,而西秦岭等地区则处于玛多地震同震剪切应力变化的正值区域,即出现同震阶变的台站与同震应力场变化的正值区域具有较好的一致性。  相似文献   

17.
The Hongyapu M7 1/4 earthquake in 1609 occurred on the Fodongmiao-Hongyazi fault, which is a Holocene active thrust in the middle segment of the northern Qilianshan overthrust fault zone, located in the north-eastern edge of the Tibet plateau. This earthquake caused death of more than 840 people, ruined the Hongyapu Village and had an affected area ca. 200km2. Previous work provided different opinions on the length of the earthquake surface rupture zone, such as 60km from the Bailanghe western riverbank to the Fenglehe eastern river bank, and only 11km from the Hongyazi village to eastern edge of the Hujiatai anticline. And the surface rupture zone appears in the western and middle segments of the Fodongmiao-Hongyazi fault zone. Our detailed geomorphic analysis and topographic survey found that the surface rupture zone with a total length of ca 95km is present on the new geomorphic surfaces which are slightly higher than the modern allvial-dilvial fans and riverbeds, which begins from the Hongshuiba river, Jiuquan in the west extending to the Toudaodongwan, southern Gansu in the east along the Fodongmiao-Hongyazi Fault. The surface rupture zone occurred later than 0 A D, proved by the study of trenchs and chronology. Compared to the previous research on the epicenters of the historical major earthquakes in and around the study region, this surface rupture zone is considereded to be the surface rupture zone of the Hongyapu earthquake of 1609 in Gansu provice. Average vertical co-seismic displacement of the 1609 Hongyapu earthquake is 1.1m with maximum 1.8m, dominated by thrusting. The NNW striking Xiaoqun segment shows thrust with a component of dextral strike slip and the NEE-trending East Hongshancun segment is also mainly thrust but with sinistral strike slipp. The lateral movement could be caused by the local change of the fault strike direction. Based on the length of surface ruptures, the maximum coseismic displacement and fault dipping, this event is estimated to be of ca. MW7.0~MW7.4, close to the M7 1/4 suggested by previous studies.  相似文献   

18.
郭慧  江娃利  谢新生 《地震地质》2011,33(3):506-524
1976年河北唐山MS7.8地震发生之后,诸多资料报道了唐山市南侧展布的长8~11km的地震地表破裂带.该地表破裂带由10余条NE方向、具右旋走滑特征的地表破裂呈左阶形式组成,总体走向N30°E,最大右旋位移2.3m,多数地段的垂直位移为0.5 ~0.7m.近年有学者提出,在更大范围内出现的地表破坏现象.分辨这些地表破...  相似文献   

19.
蔡瑶瑶  张军龙 《地震》2018,38(3):58-65
东昆仑断裂带是青藏高原东北部一条重要的活动断裂, 构成了巴颜喀拉块体的北边界。 根据阿尼玛卿山两侧滑动速率和历史地震的差异, 将断裂带分为东西两个部分。 滑动速率由西向东递减, 近百年的历史地震产生的破裂基本覆盖了西部和东部的一部分。 随着巴颜喀拉块体周缘强震的持续发生, 作为块体北边界的东昆仑断裂带的地震空区及地震潜势研究变得更加重要。 近些年通过对东昆仑断裂带不同段的研究得到了较多的滑动速率和古地震序列数据, 为评价断裂带未来百年地震危险性提供了有利条件。 利用NB模型中的对数正态分布方法, 得到了东昆仑断裂带在未来100 a的发震概率, 研究表明, 东部(玛曲段)发震概率相对较高, 需要进一步关注。  相似文献   

20.
礼县 -罗家堡断裂带晚更新世以来有过明显活动。在礼县—罗家堡段和天水镇—街子口段直接错断全新世地层。断裂沿线地表陡坎发育 ,水系被左旋位错。结合沿该断裂带广泛分布的地震滑坡、砂土液化等 ,认为礼县 -罗家堡断裂带是 1654年天水南 8级地震的发震构造。该断裂晚更新世以来的平均水平位错速率为 0 95mm/a ,平均垂直位移速率为 0 35mm/a ,垂直位移速率约为水平位移速率的 1/ 3。这个比值与一次断裂突发性垂直位错量 ( 1 9m)与水平位错量 ( 5 2m)的比值基本吻合  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号