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1.
云南川西地区地震地质基本特征的探讨   总被引:33,自引:0,他引:33       下载免费PDF全文
李玶  汪良谋 《地质科学》1975,10(4):308-326
云南川西地区是多震的地方(图1),从公元前116年到1974年6月,据记载共发生M≥4.75级的地震481次,其中6≤M<7的99次,7≤M<8的14次,M≥8的3次。震源深度一般小于30公里,均为浅源地震。本区强震多发生在深大断裂带上,而且都有一定的地质标志可循,与近代地壳运动、板块构造在成因上有着密切关系。  相似文献   

2.
中国强震发生带地震构造的几点思考   总被引:8,自引:0,他引:8  
强震发生带是指全新世(约1.2万年)以来发生过和将来还会发生M≥6级地震的地带。中国强震发生带的动力源主要来自印度板块向NNE的顶撞作用,而太平洋板块向西俯冲则次之。板块、断块及锒嵌其间的缝合线、深大断裂带,组成了窗棂结构,受力时“窗棂”(缝合线、深大断裂)发生错动,而“窗”(板块、断块)的内部则相对稳定。第四纪以来,以我国西南鲜水河-小江断裂带为例,在Q1、Q2时期因断裂带作左旋扭动,在拉张区形成许多断陷盆地;到Q3由于地应力方向改变,运动加剧,使不同方向断裂互相贯通,活动延续至今,称之为活动断裂带。强震多发生在活动断裂的特殊部位,震中区地面强烈变形,表现为毗邻地段猛烈升降、地堑地垒系断头河等。由古地震研究得知Q4以来强震常在原地多次重复,且震级相近。由台湾1999年集集地震和云南1955年鱼Zha地震的加速度等值线和等烈度线图形对比,建筑物破坏程度和昔格达层变形对照,得出强震构造变形机理乃系“夹心饼干”似的三层结构所致,三层即是断层的二盘和其所夹持的断层破碎带,后者是地应国聚集和释放的场所,是地震波的良好通道。  相似文献   

3.
Yong—gangLI 《地学前缘》2003,10(4):479-505
美国加利福尼亚州兰德斯和海克特曼恩地区于1992年和1999年先后发生7.4级和7.1级地震,分别在地面产生80km和40km长的断裂带。震后在断裂带布置的密集地震站台记录到明显的断层导波(fault-zone guided waves)。这些导波由断层带内的余震和人工震源激发产生,走时在S波之后,但具有比体波更强的振幅和更长的波列,并具有频散特征。通过对2~7 Hz断层导波的定量分析和三维有限差分数字模拟,获得了震深区断裂带的高分辨内部构造图像以及岩石的物理特性。数字模拟结果表明这些断裂带上存在被严重破碎了的核心层,形成低速、低Q值地震波导。核心破碎带宽约100~200 m,其内地震波波速降为周围岩石的40%~50%,Q值约为10~50。根据岩石断裂力学观点,这一低速、低Q值带可被解释为地震过程中处于断层动态断裂前端的非弹性区(或称之为破碎区,相干过程区)。在兰德斯和海克特曼恩断裂带测得的破碎区宽度与断裂带长度之比约为0.005,基本上符合岩石断裂力学预期的结果。观察到的断层导波还显示兰德斯和海克特曼恩地震中多条断层发生滑移和破碎。兰德斯地震时多条阶梯形断层相继断裂;而在海克特曼恩地震中,断裂带南北两端均出现分枝断裂,深处的分枝断裂较地表出现的破裂状况更为复杂。由三维有限元模拟的动态断裂过程表明,?  相似文献   

4.
关于地下断层封闭性的讨论——以东营凹陷为例   总被引:25,自引:0,他引:25  
本文回顾并分析了前人进行断层封闭性评价的一些基本思路,并根据孔隙压力和有效应力原理提出了断层封闭性评价的新见解,断面的力学性质取决于该断面上有效直应力和剪应力的大小和方向;有效直应力为压性,则断面为封闭的,有效直应力的性质受控于有效地应力,而有效地应力的大小与流体压力密切相关;以前对断层封闭性的评价中所考虑的影响因素是不全面的,完全忽略了流体压力对断层封闭性的影响;断层封闭性不但是变化的,而且其变化是一种瞬时的、多次所复的过程;在探埋藏条件下,断层一般是封闭的。自然界中至少存在着两种引起地层压力快速上升并导致深部断层开启的机制:一是地震触发高压致裂;二是深部流体注入引最的连锁压裂。  相似文献   

5.
基于实验结果讨论断层破裂与强震物理过程的若干问题   总被引:9,自引:0,他引:9  
基于断层摩擦滑动实验、含凹凸体断层的变形破坏实验、断层撕裂扩展的实验、交叉断层的变形实验等多种实验结果并结合前人的工作 ,讨论了与断层破裂与强震物理过程相关的若干问题。研究表明 ,断层的整体滑动引起其两侧块体弹性应变的释放 ,是强震发生的原因 ,因此构造活动区具有较大尺度、结构连续且简单、介质均匀的断层 (或断层段 )是产生强震必备的构造条件 ,深部新生断层(盲断层 )向上撕裂扩展产生强震 ,尚需“弱层”提供“解耦”条件以便断层发生整体滑动。强震孕育过程中包含着凹凸体的破裂 ,断层面上凹凸体的尺度、强度及数量决定着前震活动的特征、强震动态破裂过程以及前兆现象。由断层分割的块体通过边界断层的交替滑动、以“框动”的方式运动 ,因此块体周边的断层上强震活动具有交替性。  相似文献   

6.
论走滑断层作用的几个主要问题   总被引:52,自引:1,他引:52  
徐嘉炜 《地学前缘》1995,2(2):125-136
介绍了走滑断层作用研究前缘的若干主要方面。认为普遍使用走滑断层的术语外,在大陆上当断层性质不明时可使用平移断层。强调了单剪机制对大型走滑断层形成的作用,并评论了X破裂的纯剪理论。基于我国郯庐断裂带等的研究成果,提出走滑断层作用的若干新概念。指出剪曲(牵引)构造不同于雁列褶皱。认为中国地质学家从地质力学研究走滑断层的旋转构造已有卓绝的成就,只要同世界科学接轨,就会获得新的巨大生命力。文中描述了确定位移的方法,提出平移幅度与错距是两个不同的概念。强调了剪切热在大陆构造中的作用,提出走滑剪切带演化中剪切变形-断裂动热变质-重熔岩浆作用旋回。讨论了剪切成矿作用及已成矿体、矿带的走滑错移及变形。划分了三种基本走滑盆地类型及论证了大陆浅源走滑型地震机制。  相似文献   

7.
龙口-莱州断裂带中段韧-脆性构造变形特征及其动力学   总被引:2,自引:1,他引:1  
初步总结了龙口-莱州断裂带中段的地质特征,论述了断裂构造岩的分类特征及其复合关系,概括了韧-脆性剪切带内的韧性变形构造,矿物塑性变形和岩石变形组构等构造变形特征,划分了韧-脆断裂带的活动期次,探讨了断裂带的演化特点。通过岩组分析,差应力值估算及温压条件判断,笔者还对断裂带进行了动力学分析。  相似文献   

8.
赵金帅  裴书锋  徐进鹏  江权  陈炳瑞 《岩土力学》2020,41(11):3789-3796
错动带具有“历史上多次剪切错动、延伸范围广、遇水易软化、力学强度低”的软弱特性,致使其在开挖卸荷作用下极易诱发不同程度的变形和破坏,进而严重影响地下洞室的稳定性。针对白鹤滩水电站右岸9#母线洞(地下交叉洞室)发生的错动带岩体塌方破坏,借助高精度、实时微震监测系统,系统地研究了塌方孕育过程中的微震活动性,包括微震事件时空演化规律、震级和视应力分布特征。采用矩张量理论,反演塌方孕育过程中的微震事件破裂机制(张拉、剪切或混合),归纳、总结其演化过程为:表层围岩卸荷张拉破裂→裂纹渐进向围岩深部扩展→破裂沿错动带方向萌生、扩展(张拉破裂为主,伴随剪切或混合破裂)→裂缝与错动带交汇,切割出不稳定楔形体→爆破振动或重力作用下,错动带岩体塌方。该研究结果可为高应力地下交叉洞室错动带岩体的开挖、支护提供参考,同时对类似工程的施工具有重要借鉴意义。  相似文献   

9.
In analyzing deformation in rocks, it is important to ensure that the solutions obtained satisfy strain compatibility. This creates a challenge to understanding patterns of strain associated with shear zones, in which measured strain may appear incompatible with the strain in the shear zone walls. Flattening strains are common in natural shear zones with locally straight and parallel boundaries: to satisfy compatibility conditions such strains require volume loss across the shear zone or deviations from plane strain, with or without discontinuities between the shear zone and the wall rock. In the case of shear zones for which there is no evidence of volume loss or discontinuities along the shear zone walls, problems of strain compatibility may be resolved if individual shear zones are linked together in an appropriate fashion. Shear zones commonly occur in anastomosing arrays, and simple configurations of such arrays and the strains associated with them are examined. It is shown that local transpression with strain compatibility can be accounted for in this way. Quite complex local strain patterns can develop in simple arrays.  相似文献   

10.
2008年5月12日汶川特大地震震害调查及分析表明,目前以活动断裂和历史地震调查为重点的工程区域构造稳定性评价方法存在漏判与误判特大地震问题,从而为工程安全埋下重大安全隐患。以龙门山活动推覆体为例,在已有研究成果基础上,利用岩体结构控制论、拜尔利定律等普适性原理对龙门山地壳岩体结构力学特征、控震结构面的抗剪强度与地震震级的线性相关性、地震震级与抗震设防烈度的关系进行了定量研究,对评价区域构造稳定性的关键问题进行了探讨。结果表明,推覆体型活动地块边界带中的滑脱层是对推覆体区域构造稳定性起主要控制作用的构造结构面--控震结构面,地震震级与滑脱层的埋深、抗剪切强度存在显著相关性:8级地震的震源深度接近20 km、7级地震的震源深度接近14 km、6级地震的震源深度接近10 km,据此对研究区及邻近的古地震进行了深度核定,圈定了龙门山活动推覆体-岷山地块的6级以上强震可能发生的范围、对应Ⅶ-Ⅺ度的抗震设防烈度范围。此研究成果弥补了以往根据活动断裂-发震断裂-历史最大震级与对应地震烈度评价工程区域构造稳定性,因历史地震资料疏漏不全、活动断裂带研究平面与深度范围局限以及忽视区域构造稳定性的岩体力学实质而导致评价结果常常出现误判与漏判的诸多缺陷。  相似文献   

11.
Exhumed fault zones offer insights into deformation processes associated with earthquakes in unparalleled spatial resolution; however it can be difficult to differentiate seismic slip from slow or aseismic slip based on evidence in the rock record. Fifteen years ago, Cowan (1999) defined the attributes of earthquake slip that might be preserved in the rock record, and he identified pseudotachylyte as the only reliable indicator of past earthquakes found in ancient faults. This assertion was based on models of frictional heat production (Sibson, 1975, 1986) providing evidence for fast slip. Significant progress in fault rock studies has revealed a range of reaction products which can be used to detect frictional heating at peak temperatures less than the melt temperature of the rock. In addition, features formed under extreme transient stress conditions associated with the propagating tip of an earthquake rupture can now be recognized in the rock record, and are also uniquely seismic. Thus, pseudotachylyte is no longer the only indicator of fossilized earthquake ruptures.We review the criteria for seismic slip defined by Cowan (1999), and we determine that they are too narrow. Fault slip at rates in the range 10−4−101 m/s is almost certainly dynamic. This implies that features reproduced in experiments at rates as low as 10−4 m/s may be indicators of seismic slip. We conclude with a summary of the rock record of seismic slip, and lay out the current challenges in the field of earthquake geology.  相似文献   

12.
Pseudotachylytes from Corsica: fossil earthquakes from a subduction complex   总被引:3,自引:0,他引:3  
Subduction zones are the most seismically active tectonic environment on Earth. Here we report fault‐rock evidence of palaeoearthquakes from a subduction complex. Pseudotachylyte veins formed by shear heating on faults at seismic strain rates contain dendrites, spherulites and acicular minerals characteristic of blueschist facies conditions. The veins have been found in both mantle peridotite and gabbro. Our discovery from Corsica opens a new avenue of research towards understanding mechanisms related to subduction zone earthquakes and the conditions at which these are released.  相似文献   

13.
The natural deformation of stibnite in relation to the kinematic history of a regional fault is resolved using microstructural analysis of massive stibnite along the Biards Fault in the Massif Central (France). Stibnite underwent intra-crystalline deformation associated with a strong linear and planar anisotropy. Lepidoblastic textures, undulatory extinction of oriented grains, growth of antimony between these grains, and a colour change of stibnite from white to black, result from dynamic recrystallisation. A range of asymmetric microstructures indicate non-coaxial deformation and a left-lateral sense of shear, related to the movement of the fault zone. The computed displacement corresponds to the geological offsets measured along the fault. We conclude that stibnite has microstructurally recorded the bulk kinematics of its host fault zone.Editorial Handling: F. Tornos  相似文献   

14.
The sizes of recrystallised grains in exhumed ductile shear zones are often used to infer conditions of deformation (i.e. stress, strain rate and temperature). Here we present a simple numerical method of calculating the dynamic evolution of grain size during ductile deformation. Our phenomenological method is based on the fact that the dynamic competition between grain growth and recrystallisation will drive grains towards a steady-state size. At each time increment, grain growth and reduction contributions are calculated, with magnitudes which depend on the difference between the current grain size and a desired steady-state grain size. In our models we use a recrystallised grain size piezometer to calculate the steady-state grain size for a given stress. Our numerical routine is incorporated into the SULEC finite element package, allowing us to explore spatial and temporal changes in grain size.As a test, we compare model results to measured grain sizes in quartz layers thinned and recrystallised around rigid garnet porphyroclasts under simple shear dominated deformation in the Alpine Fault Zone of New Zealand. Numerical models are able to replicate observed grain size variations, with boundary conditions consistent with those constrained for the central Alpine Fault Zone.  相似文献   

15.
Deformation of middle crustal shear zones likely varies with time as a result of the stress build-up and release associated with earthquakes and post-seismic deformation, but the processes involved and their microstructural signature in the rock record are poorly understood. We conducted a series of experiments on quartzite at 900 °C to characterize microstructures associated with changes in stress and strain rate, and to investigate the feasibility of carrying out grain size piezometry in natural rocks that experienced analogous changes. Differential stress (referred to simply as “stress”) was varied in two-stage experiments by changing strain rate and by stopping the motor and allowing stress to relax. The two-stage samples preserve a microstructural record that can be interpreted quantitatively in terms of stress history. The microstructure associated with a stress increase is a bimodal distribution of recrystallized grain sizes. The smaller grains associated with the second deformation stage accurately record the stress of the second stage, and the surviving coarse grains remain similar in size to those formed during the earlier stage. The transient microstructure associated with stress decrease is a “partial foam” texture containing a larger concentration of stable 120° triple junctions than occur in samples deformed at a relatively constant strain rate. Our results indicate that microstructures preserved in rocks that experienced relatively simple, two-stage deformation histories can be used to quantitatively assess stress histories.Grain growth rates during deformation are similar to rates observed in previous isostatic growth experiments, supporting theoretical approaches to recrystallized grain size, such as the wattmeter theory (Austin and Evans, 2007), that incorporate static growth rates. From an analysis of the experimental data for quartz recrystallized grain size, we find: 1) Recrystallized grain size quickly reaches a value consistent with ambient deformation conditions. We argue that this explains a good match between average grain sizes predicted by the wattmeter after complete recrystallization and the recrystallized grain sizes of the experiments. 2) The present formulation of the wattmeter overestimates the rates at which porphyroclasts recrystallize by as much as an order of magnitude, and 3) owing to problems with extrapolation of grain growth data for quartz, the wattmeter is not presently applicable to natural samples deformed at low temperatures. We present a simplified flow law for quartz, and suggest that the change in slope of the quartz piezometer at high stress (regime 1) is related to a switch to a linear viscous rheology.  相似文献   

16.
Most pingos in the permafrost region of the high northern Tibetan Plateau form along active fault zones and many change position annually along the zones and thus appear to migrate. The fault zones conduct geothermal heat, which thins permafrost, and control cool to hot springs in the region. They maintain ground-water circulation through broken rock in an open system to supply water for pingo growth during the winter in overlying fluvial and lacustrian deposits. Springs remain after the pingos thaw in the summer. Fault movement, earthquakes and man's activities cause the water pathways supplying pingos to shift and consequently the pingos migrate.

The hazard posed to the new Golmud–Lhasa railway across the plateau by migrating pingos is restricted to active fault zones, but is serious, as these zones are common and generate large earthquakes. Pingos have damaged the highway and the oil pipeline adjacent to the railway since 2001. One caused tilting and breaking of a bridge pier and destroyed a highway bridge across the Chumaerhe fault. Another has already caused minor damage to a new railway bridge. Furthermore, the construction of a bridge pier in the North Wuli fault zone in July–August 2003 created a conduit for a new spring, which created a pingo during the following winter. Measures taken to drain the ground-water via a tunnel worked well and prevented damage before the railway tracks were laid. However, pier vibrations from subsequent train motion disrupted the drain and led to new springs, which may induce further pingo growth beneath the bridge.

The migrating pingos result from active fault movement promoting artesian ground-water circulation and changing water pathways under the seasonal temperature variations in the permafrost region. They pose a serious hazard to railway construction, which, in turn can further disturb the ground-water conduits and affect pingo migration.  相似文献   


17.
鄂尔多斯块体新生代构造活动和动力学的讨论   总被引:54,自引:1,他引:53  
鄂尔多斯块体除西南边界为挤压边界外,四周被共轭剪切拉张带所围限,东西和南北两侧分别为右旋和左旋剪切拉张带,全新世水平和垂直滑动速率分别达5mm/a和0.3~3mm/a。鄂尔多斯块体自始新世起从西南挤压边界两端开始发育,逐渐向远端发展,至上新世最后形成山西断陷盆地带。新生代以来块体不断缓慢上升,距今1.40Ma以来的隆起总量为160m.形变测量说明块体现代隆升速率为1~2.8mm/a,周缘断陷盆地带现代下降速率为-4~-5mm/a。块体内部莫霍面变化平缓,埋深40km~42km,上地幔高导层埋深123km~131km,它们在周缘断陷盆地带相对隆起,前者隆起幅度1.5km~6km,后者埋深仅70km~100km.6级以上地震均发生在块体周边活动构造带内,块体内部无6级以上地震发生,4~5级地震也很少。震源机制、地应力和断层滑动矢量测量等得到的主压应力方位为NE-NEE向,与控制块体周边活动构造的区域应力场一致,主要与青藏块体的NE向挤压作用相关,盆地地下深部物质上涌产生的垂直力也起着重要作用。所以,区域性水平应力场和深部物质运动产生的垂直力联合作用是本区新构造活动的动力条件。   相似文献   

18.
内蒙古大青山地区金矿床类型、控矿规律及找矿方向   总被引:9,自引:0,他引:9  
内蒙古呼和浩特地区主要有三种类型金矿床:构造蚀变岩型、中基性岩浆热液型和绿岩型。它们分别受控于不同地质条件:构造蚀变岩型主要受控于韧性剪切带或断裂带构造,中基性岩浆热液型主要受控于中基性幔源的埃达克岩-赞岐状岩-富Nb辉长岩,绿岩型金矿主要受二道洼群地层控制。然而,这些矿床成因复杂,往往受控于多个成矿因素,当上述两个以上成矿条件同时存在时,成矿的可能性就会增大。如绿岩型金矿主要受控于二道洼地层,但矿体主要受韧性剪切带或断裂构造的叠加部位控制。因此,在本区寻找以上三种类型的金矿床,特别注意在二道洼群地层、中基性幔源埃达克岩-赞岐状岩-富Nb辉长岩附近和韧性剪切带或断裂构造叠加部位。另外,由于与中基性岩有关的矿床还未引起足够重视,注意寻找该类型矿床就显得很有必要。  相似文献   

19.
We assume that great and moderate Himalayan earthquakes occur through reactivation of subhorizontal thrust faults by frictional failure under the action of stresses induced by Himalayan topography, isostasy related buoyancy forces, crustal overburden and plate tectonic causes. Estimates of stresses are based on two dimensional plane strain calculations using analytical formulae of elasticity theory and rock mechanics under suitable simplifying assumptions. Considerable attention is focussed on a point on the detachment at a depth of 17 km below mean sea level under the surface trace of the Main Central Thrust (MCT). According to recent views, great Himalayan earthquakes should nucleate in the detachment in the vicinity of such a point. Also many moderate earthquakes occur on the detachment similarly under the MCT. Vertical and horizontal normal stresses of 622 and 262 MPa and a corresponding shear stress of 26 MPa are estimated for this point due to topography, buoyancy and overburden. For fault friction coefficient varying between 0.3 to 1.0, estimates of plate tectonic stress required are in the range of 386 to 434 MPa, when the cumulative principal stresses are oriented favourably for reactivation of the detachment. Estimates of shear stress mobilized at the same point would be from 27 to 32 MPa for the identical range of fault friction coefficient. Our calculations suggest that presence of pore water in the fault zones is essential for reactivation. Pore pressure required is between 535 to 595 MPa for friction coefficient in the range of 0.3 to 1.0 and it is less than lithostatic stress of 603 MPa at the above point. For the specific nominal value of 0.65 for fault friction coefficient, the estimated values of plate tectonic stress, shear stress and pore pressure at the above point on the detachment are 410 MPa, 30 MPa and 580 MPa respectively. Similar estimates are obtained also for shallower points on the detachment up to the southern limit of the Outer Himalaya. Our estimates of the plate tectonic stress, shear stress and pore pressure for reactivation of upper crustal thrust faults compare favourably with those quoted in the literature.  相似文献   

20.
Future earthquake potential in the Bohai–Zhangjiakou Seismotectonic Zone (BZSZ) in North China deserves close attention. Tectonic stress accumulation state is an important indicator for earthquakes; therefore, this study aims to analyse the stress accumulation state in the BZSZ via three-dimensional visco-elastic numerical modelling. The results reveal that the maximum shear stress in the BZSZ increases gradually as the depth increases, and the stress range is wider in the lower layer. In the upper layer, the maximum shear stress is high in the Zhangjiakou area, whereas in the lower layer, relatively high values occur in the Penglai–Yantai area, which may be affected by the depth of the Moho surface. Besides, weak fault zones will be easily fractured when the maximum shear stress is not sufficiently high due to their low strengths, resulting in earthquakes. Therefore, based on the modelling results, the upper layer of the Zhangjiakou area and the lower layer of the Penglai–Yantai area in the BZSZ in North China are more likely to experience earthquakes.  相似文献   

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