100Ma——塔里木盆地演化的重要周期   总被引：6，自引：0，他引：6  

李京昌  金之钧  刘国臣  张一伟 《地学前缘》1997,(Z2)

运用沉积盆地波动分析方法对塔里木盆地典型井的周期分析表明，塔里木盆地在其地质历史时期１００Ｍａ的周期是很明显的，自寒武纪以来共经历了４个完整的周期，每一完整周期都由正相位和负相位两个半周期所组成，而第三纪为第Ⅴ个周期的正相位阶段。该周期控制了盆地内的沉积与剥蚀的过程及成藏旋回，并至少控制了古生代的反转构造。对沉积与剥蚀过程的控制作用表现在周期波正相位和负相位分别对应于沉积期和剥蚀期；对含油气系统的控制作用表现在：第Ⅰ个周期波构成以早古生代地层为主体的含油气系统，第Ⅱ个周期波至第Ⅳ个周期波构成以晚古生代至中生代地层为主体的含油气系统，第Ⅴ个周期的正相位阶段构成以新生代地层为主体的含油气系统；对反转构造的控制作用表现在：正相位Ⅰ（寒武纪—早奥陶世）和正相位Ⅱ（晚泥盆世晚期—晚石炭世早期）为伸展构造体制，负相位Ⅰ（中奥陶世—晚泥盆世早期）与负相位Ⅱ（晚石炭世晚期—早二叠世早期）为挤压构造体制。塔里木盆地演化具有１００Ｍａ周期的原因与古天山洋、古昆仑洋及特提斯洋的Ｂ型俯冲触发的地幔羽的上升流及地块的拼贴导致的地幔羽的休眠状态息息相关，从而周期性地控制了塔里木盆地内的沉积与剥蚀过程、成藏旋回及反转构造。  相似文献   

基于复模态的有限元模型修正算法   总被引：2，自引：0，他引：2  

陈健云  王建有 《世界地震工程》2004,20(2):12-16

针对地下结构地震响应分析中无限地基辐射阻尼问题，引入复模态情况下的具有非简化的堆积阻尼矩阵的阻尼模型，并针对具有集中质量阵的阻尼模型提出了合并与质量有关的阻尼和堆积阻尼的思想，并据此提出了一种修正此类有限元模型的两步法，首先从复模态参数中提取实模态参数，采用基于模态残余力的识别算法修正刚度矩阵，然后根据复模态参数和已得的刚度矩阵来识别阻尼模型中的刚度参与系数和质量阻尼堆积阻尼联合矩阵。  相似文献   

利用Cole-Cole模型组合得到SIP真参数的联合频谱最优化反演   总被引：2，自引：0，他引：2       下载免费PDF全文

张辉  李桐林 《地震工程学报》2004,26(2):108-112

利用Cole-Cole模型组合和稀释系数理论，可以描述测量得到的视复电阻率频谱与地下多个电性体SIP真参数之间的正演关系。本利用此正演关系进行反演试算，并比较了几种Cole-Cole模型反演方案的效果；提出固定极化目标体和围岩体的极化率同时反演其它各SIP真参数的反演方案。结果表明在固定极化率为真值时，利用此反演方案可以稳定、准确、快速地得出地下电性体SIP真参数。  相似文献   

一种基于数据融合的地球物理数据联合反演方法   总被引：12，自引：0，他引：12       下载免费PDF全文

敬荣中  鲍光淑  林剑  陈绍裘 《地球物理学报》2004,47(1):143-150

从地球物理反演的基本概念出发，认为地球物理反演是 对实测数据的地球物理属性的理解或解释，多方法的地球物理数据联合反演是一种多传感器 的数据融合. 本文分析了地球物理数据的模糊特性，采用基于语义的模糊化方法，使不同物 理意义和尺度的特征数据及测区的地质和地球物理背景成为一体，结合地球物理专家解释的 方法，利用基于模糊逻辑系统的神经网络实现了融合. 该方法充分利用了各种地球物理探测 数据的全部信息，避免了线性反演的复杂计算；其数据融合的观点,为解决地球物理联合反 演问题提供了新的思路. 通过模拟实验和应用实例验证，该方法是有效的.  相似文献   

中国中西部地区地震的重新定位和三维地壳速度结构   总被引：8，自引：1，他引：8       下载免费PDF全文

杨智娴  于湘伟  郑月军  陈运泰  倪晓晞  Winston CHAN 《地震学报》2004,26(1):19-29

采用中国中西部地区(21~36N， 98~112E)193个地震台在1992～1999年间记录到的9 988次地震的Pg和Sg震相走时的读数资料，用Roecker的SPHYPIT90程序，反演了该地区三维地壳P波速度结构，并用SPHREL3D90程序进行了地震的重新定位．反演结果揭示了中国中西部地区地震P波速度结构明显的横向不均匀性，这些不同深度上波速的横向变化多以该地区的活动断裂为分界线．可以看出活动断裂两侧存在明显的速度反差．通过重新定位，得到了6 459次地震的震源参数，这些精确定位的地震震中明显沿该区活动断裂呈现条带状分布，其范围和尺度清晰地表示了这一地区地震活动与活动断裂的紧密关系．其中，82％重新精确定位的事件的震源深度在20 km以内. 这一结果与笔者用双差地震定位法得到的重新定位的震源深度分布相一致．   相似文献   

用远震接收函数研究滇西地区的深部结构   总被引：5，自引：1，他引：5       下载免费PDF全文

贺传松  王椿镛  吴建平 《地震学报》2004,26(3):238-246

滇西地区地处欧亚板块碰撞或俯冲的边界地带，曾受到多期构造运动的影响，其地质环境和构造背景十分复杂，是我国地震活动比较活跃的地区之一. 本文选用国家、地方和流动数字台网的16个台站的远震记录. 其中PASSCAL甚宽频带流动地震台站4个，提取有效接收函数近2 000条. 两条测线的直线距离分别为650 km和450 km， 横切了滇西地区的一些主要构造单元. 研究表明，怒江断裂可能是一条具有俯冲性质的缝合线. 川滇菱形块体东西两侧的分界线¾红河断裂和小江断裂可能是直立的缝合线或碰撞带. 攀西构造带仍具有大陆裂谷的特征，即地表凹陷、上地幔隆起. 滇西地区的构造格局具有一定的规律性，造山带与缝合线相间分布. 滇西地区由北向南地壳厚度渐次减薄，S波速度整体偏低.   相似文献   

Geometric form of Haiyuan fault zone in the crustal interior and dynamics implications   总被引：1，自引：0，他引：1  

Fan Ji-chang  Li Song-lin  Zhang Xian-kang  Liu Ming-jun 《地震学报(英文版)》2004,17(1):43-51

The deep seismic reflection data on profile HY2 are reprocessed by the method of simultaneous inversion of velocity distribution and interface position. By the travel-time inversion with the data of the diving wave Pg and fault plane reflection wave, we determine the geometric form and velocity of Haiyuan fault zone interior and surrounding rock down to 10 km depth. The measured data show that the amplitudes have strong attenuation in the range of stake number 37–39 km, suggesting the fault zone has considerable width in the crustal interior. The results of this paper indicate that to the north of the fault zone the crystalline basement interface upheaves gradually from southwest to northeast and becomes shallow gradually towards northeast, and that to the south of the fault zone, within the basin between Xihua and Nanhua mountains, the folded basement becomes shallow gradually towards southwest. The obliquity of the fault zone is about 70° above the 3 km depth, about 60° in the range of the 3–10 km depths. From the results of this paper and other various citations, we believe that Haiyuan fault zone is in steep state from the Earth’s surface to the depth of 10 km. Foundation item: Joint Seismological Science Foundation of China (201001) and State Key Basic Research Development and Programming Project (95-13-02-02). Contribution No. RCEG200308, Exploration Geophysical Center, China Earthquake Administration.  相似文献   

Use of microtremor measurement for assessing site effects in Northern Belgium – interpretation of the observed intensity during the MS = 5.0 June 11 1938 earthquake     

F. Nguyen  G. Van Rompaey  H. Teerlynck  M. Van Camp  D. Jongmans  T. Camelbeeck 《Journal of Seismology》2004,8(1):41-56

To provide quantitative information on site effects in the northern part of Belgium, forty-seven H/V microtremor measurements were performed with 5 second seismometers over an area of about 15.000 km². Most of the results show a northward regular increase of the fundamental period in agreement with the augmentation of the Mesozoic and Cainozoic soft sedimentsthickness from a few meters 40 km south of Brussels to 900 m at the Netherlands-Belgium border. The measured resonance frequency values wereconsistent with theoretical computations performed at different sites onthe basis of existing information and shallow seismic experiments. At oneparticular site (Uccle) where borehole data were available, microtremor measurements using an array of four seismological stations with differentapertures allowed to obtain the low frequency part of the Rayleigh wave dispersion curve, extending the range covered by the analysis of surfacewaves artificially generated. The Vs profile derived from the surface waveinversion corroborates the 1 Hz natural frequency of the site. Comparison of these results with the macroseismic information concerning the M_S = 5.0 1938 earthquake which occurred 50 km west of Brussels,confirmed the hypothesis that the geological structure of the Brabant massifis likely to control damage distribution during such an earthquake. Comparisonbetween the intensity map of the 1938 earthquake and the resonance period ofsediments obtained by our microtremor study shows a clear relation betweenthe two parameters. During the 1938 earthquake, site effects played a prominent role due to the dimension of the source whose corner frequency wasabout 1 Hz.  相似文献   

Determination of S-wave velocity structure using microtremors and spac method applied in Thessaloniki (Greece)     

Paschalis Apostolidis  Dimitrios Raptakis  Zafeiria Roumelioti  Kyriazis Pitilakis 《Soil Dynamics and Earthquake Engineering》2004,24(1):49-67

Array measurements of microtremors at 16 sites in the city of Thessaloniki were performed to estimate the V_s velocity of soil formations for site effect analysis. The spatial autocorrelation method was used to determine phase velocity dispersion curves in the frequency range from 0.8–1.5 to 6–7 Hz. A Rayleigh wave inversion technique (stochastic method) was subsequently applied to determine the Vs profiles at all the examined sites. The determination of V_s profiles reached a depth of 320 m. Comparisons with V_s values from cross-hole tests at the same sites proved the reliability of the SPAC method. The accuracy of the V_s profiles, the ability to reach large penetration depths in densely populated urban areas and its low cost compared to conventional geophysical prospecting, make Mictrotremor Exploration Method very attractive and useful for microzonation and site effects studies. An example of its application for the site characterization in Thessaloniki is presented herein.  相似文献   

Tortoises and hares: dissolution,erosion and isostasy in landscape evolution     

Michael J. Simms 《地球表面变化过程与地形》2004,29(4):477-494

Denudation mechanisms differ fundamentally between limestone and silicate rock types, which are subject to very different rate thresholds and enhancers/inhibitors. Silicates are removed largely by erosion, the mechanical entrainment and transport of particles. This is a relatively high energy, and highly episodic, process which occurs only when a minimum threshold ?ow velocity is exceeded; it is inhibited by vegetation cover and favoured by strongly seasonal runoff. Limestone is removed largely by chemical dissolution at a rate directly proportional to runoff. Dissolution is a relatively low energy process that can occur at any ?ow velocity or in static water; in general it is enhanced by vegetation cover and non‐seasonality of runoff. These contrasting factors in the denudation of silicates versus limestone can produce strikingly uneven rates of surface lowering across a landscape, sometimes akin to the well known ‘tortoise and hare race’, where the slow and steady denudation of limestones may in the long term exceed the sometimes rapid, but often localized and episodic, erosion of silicates. Prolonged exposure of limestone to a humid temperate climate in a tectonically stable environment produces low‐relief corrosion plains in which limestone uplands are anomalous and, in most instances, due to recent unroo?ng from beneath a siliciclastic cover. In a highly seasonal or semi‐arid climate almost the exact inverse may develop, with ‘?ashy’ runoff and sparse vegetation favouring erosion rather than dissolution. Even under a constant humid climate progressive unroo?ng of a thick limestone unit within folded siliciclastics may lead to a topographic inversion over time, with the limestone outcrop always forming a topographic low ?anked by siliciclastic uplands. Valleys will be initiated on anticlinal crests, where the limestone is ?rst unroofed, but progressive lowering of the limestone causes these valleys to migrate to their ?nal position in the synclinal troughs. In humid climates isostatic compensation in response to slow, but continuous, denudation of extensive limestone outcrops may be a signi?cant factor in the development of relief on adjacent, more slowly eroding, silicate outcrops. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献