昆仑山口大地震与地形变异常的讨论   总被引：7，自引：5，他引：2  

薄万举  张祖胜  郭良迁 《大地测量与地球动力学》2003,23(1):22-28

针对昆仑山口大地震，总结了多种地形变（大地测量）手段所显示的异常变化及其时空分布，结果显示：8．1级大震前存在空间尺度大，时间尺度的地形变前兆异常，简要介绍了相关的异常图像，给出了初步解释，并对未来震情的发展进行了探讨，认为近期内强震活动向华北迁移的可能性不大。  相似文献   

2001年昆仑山口西8.1级地震地表破裂带   总被引：30，自引：8，他引：30       下载免费PDF全文

陈杰  陈宇坤  丁国瑜  田勤俭  王赞军  单新建  任金卫  赵瑞斌  王志才 《第四纪研究》2003,23(6):629-639

2001年11月14日昆仑山口西8.1级地震是近50年来在我国大陆发生的震级最大、地表破裂最长的地震事件.地震地表破裂带全长426km,宽数米至数百米,总体走向90°～110°,具有明显的破裂分段特征,自西向东由5条次级破裂段组成.各破裂段又由若干更次级左阶或右阶斜列的破裂组成,具有自相似的分形结构特征.地震破裂带以左旋走滑为主,倾滑量很小.宏观震中区位于库赛湖东北93.0°～93.5°E一带的昆仑山南麓断层谷地内.最大地表同震左旋水平位移6.4m,最大垂直位移为4m.地表水平位移沿地震破裂带走向出现6个峰值,各峰值之间存在相对独立的衰减序列,这表明此地震具有多点破裂特征.  相似文献   

Seismicity anomalies before the great earthquake of M_S=8.1 in the Kunlun Pass and its significance to earthquake prediction     

刘蒲雄  郑大林  车时  潘怀文  刘桂萍  杨立明 《地震学报(英文版)》2003,16(2)

Introduction The MS=8.1 earthquake occurred in west of the Kunlun Pass on November 14, 2001. It is the greatest earthquake occurred in China since the last half of the century and is an important event in recent seismic history of China. Some specialists consider that the earthquake occurred in the area where the earthquake monitoring capability is lowest in Chinese mainland; no striking precursory seismicity was found. The study on the precursory seismicity before the earthquake has not b…  相似文献   

2001年11月14日昆仑山口西8.1级地震前地震活动性异常及其思考s   总被引：7，自引：0，他引：7       下载免费PDF全文

刘蒲雄  郑大林  车时  潘怀文  刘桂萍  杨立明 《地震学报》2003,25(2):205-210

2001年11月14日在昆仑山口西发生了8.1级地震，震中位置为90.9E、36.2N．分析表明，8.1级地震前一些主要地震活动性异常都出现了，例如空区、条带、增强、平静和震群等，且与7级大震比较，这些前兆图象的演变具有类似的过程，所不同的是8.1级地震的前兆地震活动图象涉及的区域范围更大、地震震级更高，这为特大地震的前兆识别和预报提供了依据．最后回顾了对这次大震的粗略预测，并讨论了有关大震预测的某些问题．   相似文献   

青藏高原唐古拉山冬克玛底河流域水文过程特征分析   总被引：16，自引：16，他引：16  

张寅生  太田岳史 《冰川冻土》1997,19(3):214-222

利用１９９３年５￣９月连续时间序列的资料，对青藏高原唐古拉山冬克玛底冰川区及其流域的水文过程特征进行初步分析。由于青藏高原季风环流的影响，在性质不同气团控制所产生的降水天然过程的降水量差别极大，该区域主要降水集中在６￣８月，Ｔｒｅｔｙａｋｏｖ雨量器对标准雨量器捕捉率的修正量小于天山地区的研究结果，该流域地面蒸发过程较为强盛，各种下垫面的蒸发量占流域水量平衡收入的３７％，土壤蒸发量与水面蒸发和土壤含  相似文献   

2001年昆仑山口西8.1级地震同震形变场特征的初步分析a   总被引：16，自引：1，他引：16       下载免费PDF全文

单新建  柳稼航  马超 《地震学报》2004,26(5):474-480

利用差分干涉雷达测量技术获取的宏观震中区的同震形变场，结合对地震活动性、震源机制、野外考察等资料分析，对昆仑山口西8.1级地震同震形变场特征进行了研究. 结果表明:宏观震中位于库赛湖东北侧，宏观震中区发震断层可分为两个形变中心区域，其中西段长约42 km，东段长约48 km，整个发震断层主破裂段长90 km；由干涉形变条纹分布格局可清楚地判断出发震断层的左旋走滑特征；断层两盘变形特征不同，南盘变形程度明显大于北盘；宏观震中附近最大斜距向位移量为288.4 cm，最小斜距向位移量为224.0 cm，宏观震中发震断层最大左旋水平位错为738.1 cm，最小地面左旋水平位错为551.8 cm.   相似文献   

The Frozen Soils and Devastating Characteristics of West Kunlun Mountains Pass Ms 8.1 Earthquake Area in 2001     

Chen Yongming 《中国地震研究》2004,18(4):337-347

The investigation on damages to frozen soil sites during the West Kunlun Mountains Pass earthquake with Ms 8.1 in 2001 shows that the frozen soil in the seismic area is composed mainly of moraine, alluvial deposit, diluvial deposit and lacustrine deposit with the depth varying greatly along the earthquake rupture zone. The deformation and rupture of frozen soil sites are mainly in the form of coseismic fracture zones caused by tectonic motion and fissures,liquefaction, seismic subsidence and collapse resulting from ground motion. The earthquake fracture zones on the surface are main brittle deformations, which, under the effect of sinlstral strike-slip movement, are represented by shear fissures, tensional cracks and compressive bulges. The distribution and configuration patterns of deformation and rupture such as fissures, liquefaction, seismic subsidence and landslides are all related to the ambient rock and soil conditions of the earthquake area. The distribution of earthquake damage is characterized by large-scale rupture zones, rapid intensity attenuation along the Qinghai-Xizang (Tibet) Highway, where buildings distribute and predominant effect of rock and soil conditions.  相似文献   

Diagenesis and origin of calcite cement in the Flemish Pass Basin sandstone reservoir (Upper Jurassic): Implications for porosity development     

《Marine and Petroleum Geology》2016

The Flemish Pass Basin is a deep-water basin located offshore on the continental passive margin of the Grand Banks, eastern Newfoundland, which is currently a hydrocarbon exploration target. The current study investigates the petrographic characteristics and origin of carbonate cements in the Ti-3 Member, a primary clastic reservoir interval of the Bodhrán Formation (Upper Jurassic) in the Flemish Pass Basin.The Ti-3 sandstones with average Q_86.0F_3.1R_10.9 contain various diagenetic minerals, including calcite, pyrite, quartz overgrowth, dolomite and siderite. Based on the volume of calcite cement, the investigated sandstones can be classified into (1) calcite-cemented intervals (>20% calcite), and (2) poorly calcite-cemented intervals (porous). Petrographic analysis shows that the dominant cement is intergranular poikilotopic (300–500 μm) calcite, which stared to form extensively at early diagenesis. The precipitation of calcite occured after feldspar leaching and was followed by corrosion of quartz grains. Intergranular calcite cement hosts all-liquid inclusions mainly in the crystal core, but rare primary two-phase (liquid and vapor) fluid inclusions in the rims ((with mean homogenization temperature (T_h) of 70.2 ± 4.9 °C and salinity estimates of 8.8 ± 1.2 eq. wt.% NaCl). The mean δ¹⁸O and δ¹³C isotopic compositions of the intergranular calcite are −8.3 ± 1.2‰, VPDB and −3.0 ± 1.3‰, VPDB, respectively; whereas, fracture-filling calcite has more depleted δ¹⁸O but similar δ¹³C values. The shale normalized rare earth element (REE_SN) patterns of calcite are generally parallel and exhibit slightly negative Ce anomalies and positive Eu anomalies. Fluid-inclusion gas ratios (CO₂/CH₄ and N₂/Ar) of calcite cement further confirms that diagenetic fluids originated from modified seawater. Combined evidence from petrographic, microthermometric and geochemical analyses suggest that (1) the intergranular calcite cement precipitated from diagenetic fluids of mixed marine and meteoric (riverine) waters in suboxic conditions; (2)the cement was sourced from the oxidation of organic matters and the dissolution of biogenic marine carbonates within sandstone beds or adjacent silty mudstones; and (3) the late phases of the intergranular and fracture-filling calcite cements were deposited from hot circulated basinal fluids.Calcite cementation acts as a main controlling factor on the reservoir quality in the Flemish Pass reservoir sandstones. Over 75% of initial porosity was lost due to the early calcite cementation. The development of secondary porosity (mostly enlarged, moldic pores) and throats by later calcite dissolution due to maturation of organic matters (e.g., hydrocarbon and coals), was the key process in improving the reservoir quality.  相似文献   

跨断裂水准剖面观测在地震监测中的应用   总被引：3，自引：0，他引：3  

张四新  王双绪  张希  侯海涛  王琳 《地震地磁观测与研究》2005,26(4):22-28

由于活动地块的相对运动和变形，其边界带往往构造活动强烈，是反映地壳运动的敏感部位。基于上述思路，昆仑山口西8．1级大震发生后，通过大范围监测布设在青藏块体北部地区及周边主要构造带上的水准剖面，在短期内快速获取了大范围的断裂活动信息和不同断裂带对大区域构造应力场变化的响应特征。实践证明，这种监测方式灵活、作业周期短、资料处理快，能及时对震情趋势做出估计，不失为当前区域形变监测工作的一种新的探索。  相似文献   

昆仑山口西8.1级地震地表破裂参数相互关系的新认识          下载免费PDF全文

田勤俭  张立人  郝平  王赞军  王志才 《地震地质》2005,27(1):20-30

地震地表破裂带调查表明,昆仑山口西 8. 1级地震的破裂长度为 426km,最大水平位移6m左右,地震破裂位移的分布明显地受断层活动段控制。该次地震的破裂长度远大于统计值,文中应用地壳极限线应变的概念,通过比较中国大陆内部几次走滑型强震的地震破裂最大位移与破裂长度的关系,论述了昆仑山口西 8. 1级地震中各次级段破裂的相对独立特征,认为该次强震不是一次整体性破裂事件,而是由连续触发的几次地震组成  相似文献