龙门山南段飞来峰构造变形及形成演化   总被引：1，自引：0，他引：1  

宋春彦  何利  刘顺 《华南地质与矿产》2009,(1):51-57

龙门山前山构造带中分布着大量的飞来峰。为了解其构造演化过程,主要通过分析研究龙门山南段白石-苟家飞来峰和金台山飞来峰内部及下覆地层的构造变形特征,确定出其至少经历了5个构造变形序列,并结合前人资料讨论龙门山南段飞来峰的形成和演化。  相似文献   

西藏纳当地区永珠组构造变形特征          下载免费PDF全文

李军敏  郑来林  龙斌  夏祥标 《沉积与特提斯地质》2009,29(3):101-104

西藏纳当地区石炭系永珠组主要为浅变质的砂板岩组合,断层和褶皱非常发育的特征。依据岩石和构造特征可以把区内永珠组分成上、中、下三段。永珠组形成于拉张的被动大陆边缘向裂谷转换的次深海环境,并于中晚二叠世至晚三叠世期间经历了三个构造演化阶段。  相似文献   

羌塘盆地晚三叠世构造属性与层序地层格架下聚煤特征     

王辉  张峰  王冰洁  尹卫军  刘池洋 《西北地质》2009,42(4):92-101

依据近年来最新资料,通过对羌塘盆地南、北边界构造带构造属性、地球动力学机制及构造演化历程的讨论,剖析了羌塘盆地晚三叠世构造属性与盆地演化历程;在对盆地内部不同位置上三叠统岩性、岩相研究的基础上,通过不同古地理背景下层序界面与体系域界面的识别,建立了羌塘盆地晚三叠世层序地层格架,讨论了煤层在层序格架下的位置、聚煤特征及空间分布规律。研究表明,羌塘盆地晚三叠世为一复杂叠合盆地,经历了晚三叠世早、中期被动陆缘盆地,晚三叠世晚期羌北前陆盆地和羌南被动陆缘裂陷-坳陷盆地等不同的盆地演化历程;上三叠统构成一个完整的构造层序和两个三级层序,煤层位于高位体系域中上部,主要受控于高频率低级次海平面变化。具含煤岩系厚度大,煤层层数多,单层厚度小的特征;三角洲平原地带有利于煤层发育,三角洲沉积体系沿分割羌南、羌北盆地的中央隆起带发育,进一步指出该带是羌塘盆地内今后重要的找煤方向,并得到新发现的赛包玛煤点验证。  相似文献   

箕状断陷湖盆不同构造区带成岩作用特征及差异性研究:以东营凹陷沙河街组为例   总被引：2，自引：1，他引：1  

田景春  谭先锋  林小兵  孟万斌  邱桂强  张守鹏  田美荣  谢忠怀 《现代地质》2009,23(4)

东营凹陷在沙河街组沉积期为北陡南缓的箕状断陷湖盆,凹陷内可进一步细分为陡坡带、缓坡带、洼陷带及中央背斜带。在沙河街组成岩演化过程中发育了多种类型的成岩作用,主要包括压实作用、压溶作用、溶解作用、胶结作用等。不同构造区带成岩作用具有明显的差异性,具体表现为:压实作用总体表现为早期压实影响较大,后期较小,但不同构造区带差异明显;胶结作用在不同构造区带碳酸盐胶结胶物含量不同。不同粘土矿物在不同构造区带含量及转化深度不同;溶蚀作用在不同构造区带发育深度不同,从而导致次生孔隙带发育深度均明显不同。不同构造区带成岩作用的差异性导致不同构造区带成岩相带类型、特征不同。详细研究这种差异性对于寻找岩性油气藏具有重要的理论价值和实际意义。  相似文献   

综合物探在博格达山前古牧地复杂构造中的应用     

索孝东 《物探与化探》2009,33(6)

准噶尔盆地南缘古牧地地区具有丰富的油气勘探潜力,但由于中深层地震成像存在盲区,长期以来对古牧地构造特征认识不清,制约了油气勘探进程.笔者采用高精度重磁和电法CEMP综合物探技术对古牧地地区构造特征进行了研究,取得了有价值的新认识.研究成果表明,古牧地构造为博格达山前褶皱冲断带的前锋构造,受阶梯状断裂控制.古牧地构造纵向上具多层构造特征,其中浅层为紧闭型逆冲倒转背斜,中层为受阶状逆冲断层控制的屋脊状断块,深层为潜山披覆型冲断背斜.重力异常显示古牧地背斜西围斜可能是一完整的背斜构造,古牧地中深层构造和古牧地背斜西围斜评价为有利的油气勘探目标.  相似文献   

Basic Types and Structural Characteristics of Uplifts: An Overview of Sedimentary Basins in China   总被引：4，自引：2，他引：2  

HE Dengf  LI Desheng  WU Xiaozhi  WEN Zhu 《《地质学报》英文版》2009,83(2):321-346

The uplift is a positive structural unit of the crust. It is an important window for continental dynamics owing to its abundant structural phenomena, such as fault, fold, unconformity and denudation of strata. Meanwhile, it is the very place to store important minerals like oil, natural gas, coal and uranium. Giant and large-scale oil and gas fields in China, such as the Daqing Oilfield, Lunnan-Tahe Oilfield, Penglai 19-3 Oilfield, Puguang Gas Field and Jingbian Gas Field, are developed mainly on uplifts. Therefore, it is the main target both for oil and gas exploration and for geological study. The uplift can be either a basement uplift, or one developed only in the sedimentary cover. Extension, compression and wrench or their combined forces may give rise to uplifts. The development process of uplifting, such as formation, development, dwindling and destruction, can be taken as the uplifting cycle. The uplifts on the giant Precambrian cratons are large in scale with less extensive structural deformation. The uplifts on the medium- and small-sized cratons or neo-cratons are formed in various shapes with strong structural deformation and complicated geological structure. Owing to changes in the geodynamic environment, uplift experiences a multi-stage or multi-cycle development process. Its geological structure is characterized in superposition of multi-structural layers. Based on the basement properties, mechanical stratigraphy and development sequence, uplifts can be divided into three basic types ? the succession, superposition and destruction ones. The succession type is subdivided into the maintaining type and the lasting type. The superposition type can be subdivided into the composite anticlinal type, the buried-hill draped type, the faulted uplift type and the migration type according to the different scales and superimposed styles of uplifts in different cycles. The destruction type is subdivided into the tilting type and the negative inverted type. The development history of uplifts and their controlling effects on sedimentation and fluids are quite different from one another, although the uplifts with different structural types store important minerals. Uplifts and their slopes are the main areas for oil and gas accumulation. They usually become the composite oil and gas accumulation zones (belts) with multiple productive formations and various types of oil and gas reservoirs.  相似文献   

High-Pressure Behavior of Copper Carbonate: Data from Malachite     

LIU Yingxin  QIN Shan  LI Haijian  LI Xiaodong  LI Yanchun  LIU Jing 《《地质学报》英文版》2009,83(3):615-617

Abstract: In-situ high-pressure energy dispersive X-ray diffraction experiments of malachite have been performed using diamond anvil cell and synchrotron radiation. The highest recorded pressure is up to 17.4 GPa. The experimental results reveal that malachite experienced two phase transitions at 0.7 and 7.8 GPa, and the last one is reversible.  相似文献   

Geography and Planning: Some Perspectives     

《The Professional geographer》2013,65(2):148-152

This paper analyzes the migration of Puerto Rican-born women from the United States to Puerto Rico using longitudinal data. We hypothesize that sojourn length in the United States is a function of both structural (macro-level economic and cultural factors) and behavioral (micro-level life-cycle experiences and personal attributes) variables. We test these hypotheses by estimating a proportional hazards model. The parameter estimates of this model indicate that sojourn length in the United States, and thus the decision to return to Puerto Rico, is a function of wage trends and community characteristics on the mainland plus a number of individual attributes that include education, marriage, and childbirth.  相似文献   

Comparison of adaptive structural damage identification techniques in nonlinear hysteretic vibration isolation systems     

Tengfei Mu  Li Zhou  Jann N. Yang 《地震工程与工程振动(英文版)》2013,12(4):659-667

Early structural damage identification to obtain an accurate condition assessment can assist in the reprioritization of structural retrofitting schedules in order to guarantee structural safety. Nowadays, seismic isolation technology has been applied in a wide variety of infrastructure, such as buildings, bridges, etc., and the health conditions of these nonlinear hysteretic vibration isolation systems have received considerable attention. To effectively detect structural damage in vibration isolation systems based on vibration data, three time-domain analysis techniques, referred to as the adaptive extended Kalman filter （AEKF）, adaptive sequential nonlinear least-square estimation （ASNLSE） and adaptive quadratic sum-sqnares error （AQSSE）, have been investigated. In this research, these analysis techniques are compared in terms of accuracy, convergence and efficiency, for structural damage detection using experimental data obtained through a series of laboratory tests based on a base-isolated structural model subjected to E1 Centro and Kobe earthquake excitations. The capability of the AEKF, ASNLSE and AQSSE approaches in tracking structural damage is demonstrated and compared.  相似文献   

Stochastic subspace identification for output‐only modal analysis: application to super high‐rise tower under abnormal loading condition     

Yi‐Cheng Liu  Chin‐Hsiung Loh  Yi‐Qing Ni 《地震工程与结构动力学》2013,42(4):477-498

The objective of this paper is to develop an online system parameter estimation technique from the response measurements through using the recursive covariance‐driven stochastic subspace identification (SSI‐COV) approach. In developing the recursive SSI‐COV, to avoid time‐consumption of singular value decomposition in recursive SSI, the extended instrumental variable version of the projection approximation subspace tracking method is used in SSI‐COV. Besides, to reduce the effect of noise on the results of identification, the preprocessing of data using recursive singular spectrum analysis technique is also presented to remove the noise contaminant measurements to enhance the stability of data analysis. On the basis of the proposed method, both the ambient vibration and seismic response data of a tower (Canton Tower) are used to observe the time‐varying system natural frequencies of a tower from its operating condition. Results from using off‐line SSI‐COV method under normal operating condition are also presented. Comparison on the identified time‐varying dynamic characteristics of the tower under normal operating condition and earthquake response of distanced earthquake event is discussed. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献