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101.
兴地断裂带近EW向贯穿库鲁克塔格地区,其活动历史地质界有不同认识,但对位移量无系统论述。利用卫星遥感影像解译,在进一步确定断裂带具体位置及几何特征基础上,通过对被错断的泥盆纪阿尔皮什麦布拉克组、石炭纪花岗岩及侵入该花岗岩中的暗色岩墙断距的测量,确定其东段左行走滑位移量为8.26~9.19 km。根据被错断地质体时代,推测这一左行走滑位移代表了该断裂带二叠纪以来总位移量。从泥盆纪开始,该断裂带已不具构造分区作用。  相似文献   
102.
通过野外地质调查和地层对比,将尼玛北部盆地新生代陆相地层定为牛堡组。根据岩石组合和沉积特征分析,尼玛北部盆地牛堡组可划分为扇三角洲相、湖泊相和冲积扇相。扇三角洲相可进一步划分为扇三角洲前缘和前扇三角洲2种亚相;湖泊相可划分为半深湖—深湖和滨湖—浅湖2种亚相。盆地的演化特征可分为盆地形成初始期、盆地扩张期和盆地萎缩期,3期的演化可分别对应牛堡组的一段、二段和三段。尼玛北盆地发育的各个阶段都跟古气候变化和构造活动有很大的联系,两者共同影响着盆地发育的各个阶段。结合前人的研究资料,认为尼玛盆地的发育时代为早白垩世末期—晚白垩世初。根据盆地边缘相与半深湖—深湖沉积相伴生、牛堡组底部发现火山岩夹层等沉积特征,可以推断尼玛盆地是一个具有走滑拉张性质的盆地。  相似文献   
103.
拉分盆地内部的"对角线式中央断层",不仅在拉分盆地的消亡过程中发挥着重要作用,还对大地震的发生具有重要控制作用,研究其形成演化具有重要的意义。然而,与拉分盆地相比,专门针对中央断层的研究较少,制约了人们对拉分盆地乃至走滑断裂带构造演化过程的理解。文中以海原断裂带中段的干盐池拉分盆地为例,对盆地内的中央断层开展了地质地貌调查、浅层人工地震勘探和钻孔联合探测等工作,着重对该断层的性质和形成机制进行了探讨,获得的主要认识有:1)与前人的认识不同,干盐池盆地中央断层为一条倾向SW的逆走滑断层;2)干盐池盆地为一不对称拉分盆地,其形成演化主要受盆地北缘的南-西华山北麓断层控制,盆地内堆积了厚度> 680m的生长地层且构成了翻转背斜;3)干盐池拉分盆地的实例表明,逆走滑中央断层的形成机制可能是"截弯取直"作用,即初期发育的反向正断层在截弯取直后吸收了边界断层的逆走滑位移而形成,而翻转背斜可能对中央断层的倾向发生旋转有一定影响。  相似文献   
104.
桐柏山南坡的韧性走滑剪切构造   总被引:2,自引:0,他引:2  
韦必则 《现代地质》1993,7(3):285-292
桐柏山南坡的韧性走滑剪切构造是大陆内部造山带在剪切体制下的典型构造之一,以多期韧性再造的叠置为特征。文中详述了它们的几何学特征、走滑剪切应变带内岩石的变形特点,并依据地质标志分析了它们的运动学方向,对它们的流变学意义及其在桐柏造山带构造演化中的作用作了初步探讨。  相似文献   
105.
根据羊街盆地充填特征和构造演化,认为该盆地是在走滑构造活动中,局部伸展拉陷条件下形成的。南北走向的小江断裂左行走滑活动,控制了拉分盆地构造的形成和发展,成盆期末又发生了构造反转变形,同时提出了盆地形成和构造反转的地球动力模式。   相似文献   
106.
阿尔金造山带中、新生代的演化   总被引:11,自引:2,他引:11  
塔里木盆地东缘的阿尔金造山带中、新生代经历了一个复杂的大地构造演化历程:中生代早期(T)为隆升夷平,中生代中后期(J-K)为裂陷沉积阶段;自古新世一中新世因塔里木盆地向东挤压使得阿尔金造山带东南缘出现了右行走滑仰冲,柴达木壳体向阿尔金造山带之下俯冲,阿尔金造山带隆起。塔里木盆地相对柴达木盆地向北移动,最大距离可达400~500km,使得原来统一的塔里木-敦煌-柴达木联合盆地裂解。由于逆冲走滑使阿尔金造山带内部发育了一系列小型的走滑盆地,形成了复杂的盆地沉积建造,并伴有动力变质及火山作用;中新世末,东西向挤  相似文献   
107.
????GPS??????????????山???????α????????????????????????????о??????????????о?????????????????????????????????????????С??????????????о???????????????????????????????-???????????????-?????????????????????????????????-?????????????????????????????-??????????-?????????????????????????????????  相似文献   
108.
The Huya Fault, located in the steep topographic boundary of the Minshan Mountains in the eastern margin of the Tibetan plateau, has documented many major earthquakes such as the 1630(M=6 3/4), 1973 Huanglong(MS=6.5) and the 1976 Songpan-Pingwu earthquake swarm(MS=7.2, 6.7, 7.2). While its activity remains unclear because of lacking Quaternary sediments. In the past few decades, there have been significant advances in understanding the relationship between bedrock channel landscapes and active tectonics, indicating that the bedrock fluvial features can well record the tectonic activity. Many studies reveal that tectonism is the primary factor of landscape evolution in tectonically active regions, and the erosional landscapes can be used to reveal tectonic signals on timescales of 103~106 years. The Huya Fault crosses the Fujiang drainage basin, making it suitable for the study of bedrock rivers and tectonic uplift in the eastern margin of Minshan. In this study, we calculate the geomorphologic indeices(hillslope, local relief, normalized steepness indices and hypsometric integral) on the basis of the digital elevation model(DEM) SRTM-1. For better understanding the tectonic activity along this fault, we derive some small catchments on the two sides of the Huya fault to analyze the differences of average steepness indices and hypsometric integral. Combining with field observations, lithology, precipitation and modern erosion rates, this study suggests that tectonic activity is the controlling factor of geomorphology in the eastern margin of the Minshan Mountains. We use focal mechanism solutions, GPS data and geomorphic evidence to explore the relationship between the geomorphologic indices of the Fujiang drainage and activity characteristics of the Huya fault. Our results suggest that:(1) The Fujiang drainage basin is in a steady state. The characteristics of the knickpoints indicate that they are mainly controlled by the locally resistant substrate. (2) The suggested value of the geomorphologic index on the west side of the Huya fault is generally larger than on the east side, showing differential tectonic uplift rates across the fault. (3) The difference of the geomorphologic index of the small catchments on both sides of the Huya fault is gradually increasing from north to south along this fault, in accordance with that the north and south segments of the Huya fault are dominated by strike-and reverse-slip, respectively.  相似文献   
109.
Slip rate is one of the most important parameters in quantitative research of active faults. It is an average rate of fault dislocation during a particular period, which can reflect the strain energy accumulation rate of a fault. Thus it is often directly used in the evaluation of seismic hazard. Tectonic activities significantly influence regional geomorphic characteristics. Therefore, river evolution characteristics can be used to study tectonic activities characteristics, which is a relatively reliable method to determine slip rate of fault. Based on the study of the river geomorphology evolution process model and considering the influence of topographic and geomorphic factors, this paper established the river terrace dislocation model and put forward that the accurate measurement of the displacement caused by the fault should focus on the erosion of the terrace caused by river migration under the influence of topography. Through the analysis of the different cases in detail, it was found that the evolution of rivers is often affected by the topography, and rivers tend to migrate to the lower side of the terrain and erode the terraces on this side. However, terraces on the higher side of the terrain can usually be preserved, and the displacement caused by faulting can be accumulated relatively completely. Though it is reliable to calculate the slip rate of faults through the terrace dislocation on this side, a detailed analysis should be carried out in the field in order to select the appropriate terraces to measure the displacement under the comprehensive effects of topography, landform and other factors, if the terraces on both sides of the river are preserved. In order to obtain the results more objectively, we used Monte Carlo method to estimate the fault displacement and displacement error range. We used the linear equation to fit the position of terrace scarps and faults, and then calculate the terrace displacement. After 100, 000 times of simulation, the fault displacement and its error range could be obtained with 95%confidence interval. We selected the Gaoyan River in the eastern Altyn Tagh Fault as the research object, and used the unmanned air vehicle aerial photography technology to obtain the high-resolution DEM of this area. Based on the terrace evolution model proposed in this paper, we analyzed the terrace evolution with the detailed interpretation of the topography and landform of the DEM, and inferred that the right bank of the river was higher than the left bank, which led to the continuous erosion of the river to the left bank, while the terraces on the right bank were preserved. In addition, four stages of fault displacements and their error ranges were obtained by Monte Carlo method. By integrating the dating results of previous researches in this area, we got the fault slip rate of(1.80±0.51)mm/a. After comparing this result with the slip rates of each section of Altyn Tagh Fault studied by predecessors, it was found that the slip rate obtained in this paper is in line with the variation trend of the slip rate summarized by predecessors, namely, the slip rate gradually decreases from west to east, from 10~12mm/a in the middle section to about 2mm/a at the end.  相似文献   
110.
李杨    余建星    余杨    韩梦雪    李牧之    于佳晖   《世界地震工程》2019,35(4):105-113
海洋地震频繁且海底土体环境复杂,当地震导致断层土体发生永久变形后,穿越断层的海底埋地管道也将受迫发生变形。为确定变形后的管道能否正常工作,需根据实际工况对其进行应变响应预测。首先通过有限元计算软件ABAQUS建立管道与走滑断层的三维实体模型,模拟管-土间的接触作用并通过等效边界方法修正模型,得到管道局部屈曲破坏形式及应变分布情况。然后,通过调整有限元模型参数对断层交角、管道工作内压、管道径厚比对管道极限塑性应变的影响进行敏感性分析,定性分析不同敏感性因素对穿越走滑断层海底管道应变响应的影响。最后,在数值模拟数据的基础上通过MATLAB软件利用基于遗传算法优化的BP神经网络实现对管道应变响应的精确预测。结果表明:穿越走滑断层管道在发生局部屈曲时,可根据轴向压缩应变突变现象确定管道局部屈曲时对应的断层位移,并且断层交角、管道工作内压和管道径厚比都会对跨断层管道应变响应产生影响。  相似文献   
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