青藏高原中部的东西向扩张构造运动   总被引：3，自引：0，他引：3  

徐纪人赵志新  石川有三 《岩石矿物学杂志》2005,24(5):447-452

系统分析了1933~2003年间青藏高原及其周缘发生的745个中、强地震的震源机制解,研究了高原地壳构造运动及其动力学特征。结果表明,大量正断层型地震集中发生在青藏高原中部海拔4000m以上的地区,其中许多地震是纯正断层型地震。震源机制结果显示,该区正断层型地震的断层走向多为南北方向,断层位错矢量的水平分量均位于近东西方向,这表明青藏高原高海拔地区存在着近东西方向的扩张构造运动。地震震源应力场的研究结果表明,在高原中部高海拔地区,E-W向或WNW-ESE向的水平扩张作用控制着该区的地壳应力场。青藏高原高海拔地区近东西方向的扩张构造运动是该区引张应力场的作用结果,其动力学原因可能与持续隆升的高原自重增大引起的重力崩塌及其周边区域构造应力状况有关。而青藏高原周缘地区,除了东部边缘外,南部的喜马拉雅山前沿以及青藏高原的北部、西部边缘所发生的绝大部分地震都是逆断层型或走滑逆断层型地震。在青藏高原周缘地区,北东或者北北东方向水平挤压的构造应力场为优势应力场。在中国西部的大范围内,主压应力P轴水平分量位于NE-SW方向,形成了一个广域的NE-SW方向的挤压应力场。青藏高原及其周缘应力场特征表明,印度板块的北上运动以及它与欧亚板块之间的碰撞所形成的挤压应力场是高原强烈隆起的直接原因。在青藏高原中南部形成了近东西向引张应力场为主的区域,并以东西向扩张构造运动部分释放其应力积累。研究高原高海拔地区的引张应力场和近东西向扩张构造运动的特征,对于认识青藏高原强烈隆起的地球动力学过程与机制,有着重要的理论意义。  相似文献   

邯峰矿区古构造应力场与构造演化     

曹代勇占文峰  张军杨森丛  张路锁刘太福 常明华 《中国煤田地质》2005,17(5):1-3

采用共轭剪节理应力反演方法,恢复了邯郸-峰峰矿区晚古生代以来的3期古构造应力场,进而探讨了煤田构造的演化历史,将其分为4大阶段：①中生代早期近NS向挤压,煤系后期改造初动期;②中生代晚期SE-NW向挤压,奠定煤田构造格架的基础;③中生代末至古近纪NW-SE向拉张,煤田构造格架定型;④新近纪以来近东西向拉张,煤田构造的现代活动.  相似文献   

西藏阿里地区札达沉积盆地活动构造   总被引：3，自引：2，他引：3  

邵兆刚  孟宪刚  朱大岗  杨朝斌  韩建恩  余佳  孟庆伟 《地质通报》2005,24(7):625-629

野外初步调查结果表明，札达盆地不仅边界断裂存在较强烈的活动性，而且在盆地内部发现了较多的活动断层，同时还伴有大量的崩塌堆积。该调查结果为札达地区区域地壳稳定性的评价和青藏高原区域应力场的分析提供了宝贵的实际资料。  相似文献   

当前国际水文学科技术领域的研究方向     

周砺刘金平  陈丽芳赵泓漪 《水文》2005,25(4):30-32,59

根据联合国有关机构发布的公报和世界各国近年来的学术研究情况，整理出了近期水文学科在地表水、地下水、水质、水资源系统、大气～土壤～植被、大陆侵蚀、冰雪、遥感技术和示踪技术等领域的热门研究课题，在一定程度上反映了当前国际上水文学科的研究和发展方向，对国内同行有一定的参考价值。  相似文献   

Borehole and surface-based hydrogeophysics     

Roger Guérin 《Hydrogeology Journal》2005,13(1):251-254

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Deep Mechanical Background for the Cenozoic Volcanism in the Tibetan Plateau   总被引：1，自引：0，他引：1  

Xiong Xiong* Institute of Geodesy  Geophysics  Chinese Academy of Sciences  Wuhan  China  Institute of Geology  Geophysics  Chinese Academy of Sciences  Beijing  China Wang Jiye Institute of Geodesy  Geophysics  Chinese Academy of Sciences  Wuhan  China  Graduate School  Chinese Academy of Sciences  Beijing  China Teng Jiwen Institute of Geology  Geophysics  Chinese Academy of Sciences  Beijing  China 《中国地质大学学报(英文版)》2005,16(4)

INTRODUCTION Volcanoesaremostlyobservedinoceanicridges,hotspotsandcontinentalriftzones(Hongetal.,2003),andarerarelyobservedincontinentalinteri ors.However,sincethevolcanoeswithintheconti nentinteriorscannotbeattributedtotheplate/block marginprocess,theydr…  相似文献   

Origin and evolution of Pliocene–Pleistocene granites from the Larderello geothermal field (Tuscan Magmatic Province, Italy)     

A. Dini  G. Gianelli  M. Puxeddu  G. Ruggieri   《Lithos》2005,81(1-4):1-31

Extensive, mainly acidic peraluminous magmatism affected the Tuscan Archipelago and the Tuscan mainland since late Miocene, building up the Tuscan Magmatic Province (TMP) as the Northern Apennine fold belt was progressively thinned, heated and intruded by mafic magmas. Between 3.8 and 1.3 Ma an intrusive complex was built on Larderello area (Tuscan mainland) by emplacement of multiple intrusions of isotopically and geochemically distinct granite magmas. Geochemical and isotopic investigations were carried out on granites cored during drilling exploration activity on the Larderello geothermal field. With respect to the other TMP granites the Larderello intrusives can be classified as two-mica granites due to the ubiquitous presence of small to moderate amounts of F-rich magmatic muscovite. They closely resemble the almost pure crustal TMP acidic rocks and do not show any of the typical petrographic features commonly observed in the TMP hybrid granites (enclaves, patchy zoning of plagioclase, amphibole clots). On the basis of major and trace elements, as well as REE patterns, two groups of granites were proposed: LAR-1 granites (3.8–2.3 Ma) originated by biotite-muscovite breakdown, and LAR-2 granites (2.3–1.3 Ma) generated by muscovite breakdown. At least three main crustal sources (at 14–23 km depth), characterized by distinct ε_Nd(t) and ⁸⁷Sr/⁸⁶Sr values, were involved at different times, and the magmas produced were randomly emplaced at shallow levels (3–6 km depth) throughout the entire field. The partial melting of a biotite-muscovite-rich source with low ε_Nd(t) value (about −10.5) produced the oldest intrusions (about 3.8–2.5 Ma). Afterwards (2.5–2.3 Ma), new magmas were generated by another biotite-rich source having a distinctly higher ε_Nd(t) value (−7.9). Finally, a muscovite-rich source with high ε_Nd(t) (about −8.9) gave origin to the younger group of granites (2.3–1.0 Ma). The significant Sr isotope disequilibrium recorded by granites belonging to the same intrusion is interpreted, as due to the short residence time of magmas in the source region followed by their rapid transfer to the emplacement level. Partial melting was probably triggered by multiple, small-sized mafic intrusions, distributed over the last 3.8 Ma that allowed temporary overstepping of biotite- and muscovite-dehydration melting reactions into an already pre-heated crust. Dilution in time of the magmatic activity probably prevented melt mingling and homogenization at depth, as well as the formation of a single, homogeneous, hybrid pluton at the emplacement level. Moreover the high concentrations of fluxing elements (B, F, Li) estimated for the LAR granites modified melt properties by reducing solidus temperatures, decreasing viscosity and increasing H₂O solubility in granite melts. The consequences were a more efficient, fast, magma extraction and transfer from the source, and a prolonged time of crystallization at the emplacement level. These key factors explain the long-lived hydrothermal activity recorded in this area by both fossil (Plio-Quaternary ore deposits) and active (Larderello geothermal field) systems.  相似文献   

地下点坝砂体内部构型分析--以孤岛油田为例   总被引：26，自引：0，他引：26  

何文祥  吴胜和  唐义疆  束青林  张本华 《矿物岩石》2005,25(2):81-86

用Miall层次界面分析法对孤岛油田52井组馆陶组Ng4^4砂层点坝砂体内部3，4级界面进行详细研究，并与Miall的6级层次界面相对应，定义4级界面为单一河道的顶底界面，构型要素为单一的点坝砂体；3级界面为点坝内部侧积体分界面，实际上是点坝砂体的侧积面，其限定的构型要素为点坝侧积体。还对单井进行了泥质界面划分及成因砂体分析，建立了点坝成因砂体单井模型，根据研究区开发动态特征，推论点坝砂体内部存在倾斜的泥质侧积层，并借助储层地质学基本理论，对侧积体规模、倾角进行了限定。在上述研究基础上建立了点坝侧积体的三维地质模型，数值模拟结果研究表明，点坝侧积层对剩余油分布具明显控制作用。  相似文献   

三峡深水高土石围堰工程的渗流研究          下载免费PDF全文

戴会超  王玲玲 《水科学进展》2005,16(6):849-852

为了对三峡工程二期高土石围堰防渗设施的布置方案及其阻渗效果进行比较,采用有限元法对二期高土石围堰在不利的运行工况下的渗流场进行数值分析.比较了双排混凝土防渗墙方案、单排塑性混凝土低防渗墙加土工膜斜墙和单排厚塑性混凝土防渗墙等3种方案,分别采用恒定与非恒定模型计算,对立面二维和三维绕渗及防渗墙局部开裂等不利工况分别进行了数值模拟.结果表明:三方案均可有效抑制渗流场,双排混凝土防渗墙的防渗效果最好;墙体的局部开裂仅对局部区域的流场有影响.非恒定数值分析表明,堰体、基础不均匀沙石料及基坑抽水速度对渗流场影响极大,为保证堰体稳定,应限制基坑水位降落速度小于2 m/d.  相似文献   

Evidence for short-scale stress field variations within intraplate central-western France     

Yves Mazabraud  Nicole Béthoux  Jocelyn Guilbert  Olivier Bellier 《Geophysical Journal International》2005,160(1):161-178

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