吉林中部小蜂蜜顶子组火山岩的形成时代及其地质意义:锆石U-Pb年代学和Hf同位素组成证据   总被引：1，自引：0，他引：1  

张海洪  许文良  王枫  曹花花 《吉林大学学报(地球科学版)》2016,46(5):1418-1429

本文对出露于吉林省中部地区的小蜂蜜顶子组标准剖面的流纹岩（样品号：JH21-1）和非标准剖面小蜂蜜顶子组的安山岩（样品号：JX1-1）进行了锆石LA-ICP-MS U-Pb年代学以及Hf同位素组成研究。2个样品中的锆石均呈自形-半自形,CL图像上显示条痕状吸收或典型的岩浆振荡生长环带,结合其Th/U比值（0.27~0.81）,均暗示了它们的岩浆成因。定年结果表明：流纹岩（JH21-1）中锆石²⁰⁶Pb/²³⁸U加权平均年龄为（192±2）Ma （MSWD=4.8）,其形成于早侏罗世;安山岩（JX1-1）中锆石²⁰⁶Pb/²³⁸U加权平均年龄为（172±1）Ma （MSWD=0.27）,表明其形成于中侏罗世。前者与标准剖面时代一致,后者与小蜂蜜顶子组并非同一套火山岩。而2个样品中锆石的Hf同位素组成较为均一,ε_Hf（t）值为+5.25~+9.37,二阶省模式年龄为803~1 177 Ma,暗示它们起源于中-新元古代新增生陆壳物质的部分熔融。综上所述,吉林中部地区侏罗纪岩浆事件至少可以划分为两期--早侏罗世和中侏罗世,结合区域构造演化历史,可以认为吉林省中部地区早-中侏罗世火山岩的形成应与古太平洋板块俯冲于欧亚大陆之下的地质作用相联系。  相似文献   

燕山造山带后石湖山碱性环状杂岩体的成因与形成过程     

文霞  马昌前  桑隆康  Roger Mason  佘振兵  熊富浩 《地球科学》2013,38(4):689-714

后石湖山杂岩体是与垮塌破火山口有关的碱性环状杂岩体, 主要由呈环形分布的碱性火山岩、环状岩墙(斑状石英正长岩)、嵌套的中心复式岩株(晶洞碱长花岗岩和斑状碱长花岗岩)和锥状岩席(石英正长斑岩和花岗斑岩)组成.LA-ICPMS锆石U-Pb年代学分析表明, 斑状石英正长岩环状岩墙、石英正长斑岩和花岗斑岩锥状岩席的侵位年龄分别为119±3Ma、121±2Ma和121±2Ma.该环状杂岩体火山岩与侵入岩的形成年龄相近, 体现了它作为火山-侵入杂岩体的特征.斑状石英正长岩富碱(Na₂O+K₂O=10.0%~10.5%), K₂O含量较高(5.21%~5.42%), 具正的Eu异常(Eu/Eu*=1.05~1.40).碱长花岗岩和斑岩均具有富碱、高FeOtot/MgO、Ga/Al、Zr、Nb和REE值(Eu除外), 以及低Al₂O₃、CaO、MgO、Ba、Sr和Eu含量的特征, 都属于A型花岗岩质岩石.其中斑岩为铝质A型花岗岩, 具有高的初始岩浆温度(880~901℃).所有A型花岗质岩石均具有较富集的Nd同位素组成, ε_Nd(t)值变化于-13.9~-12.2之间.斑状石英正长岩是下地壳中-基性麻粒岩和片麻岩部分熔融产生的熔体与幔源玄武质岩浆混合, 后又发生单斜辉石分离结晶的产物; 碱长花岗岩源于上地壳长英质岩石部分熔融产生的熔体与幔源玄武质岩浆混合, 随后经历长石的分离结晶作用而成; 斑岩是受幔源岩浆底侵加热的上地壳长英质岩石的部分熔融产生的熔体, 并经历了长石的分离结晶作用而产生.该环状杂岩体的形成过程可以概括为: (1)火山爆炸性喷发形成大量的碱性火山熔岩和火山碎屑岩; (2)地下岩浆房空虚导致压力下降, 其顶板围岩失稳而沿火山口周围近直立的环状断裂垮塌, 形成塌陷的破火山口.与此同时, 下覆岩浆房的岩浆被动挤入环状断裂而形成斑状石英正长岩环状岩墙; (3)浅部地壳的长英质岩浆房过压, 促使其高温过碱质A型花岗质岩浆上升侵位形成了中心的斑状碱长花岗岩岩株, 这些岩浆的上涌导致上覆围岩产生倾角中-陡的、内倾的锥状裂隙, 为石英正长斑岩锥状岩席侵位提供了空间; (4)浅部岩浆房复活, 高温过碱质A型花岗质岩浆再度上升侵位形成被嵌套的晶洞碱长花岗岩岩株.同样, 这种岩浆的再度上侵导致上覆围岩产生了倾角较陡而内倾的锥状裂隙, 为花岗斑岩锥状岩席提供了侵位空间.后石湖山碱性环状杂岩体的形成是华北东部早白垩世与克拉通破坏相关的伸展构造体制下的产物, 这种构造体制可能与古太平洋板块的俯冲作用有关.   相似文献   

基于CART决策树提取高分辨率遥感影像建筑物信息     

李强  张景发 《地震》2013,33(2):96-102

传统的仅依赖于光谱信息的遥感影像信息提取方法难以满足精度要求, 基于CART算法构建规则集, 利用决策树技术对玉树地区高分辨率影像进行建筑物信息提取, 除了光谱信息外还结合建筑物的纹理特征信息。 结果表明, 提取精度较传统的最大似然法有了较明显的提高, 说明此方法对于高分辨率影像建筑物提取具有一定的可行性。  相似文献   

Research on controlling long-term performance by tensioning post tendon of long-span continuous rigid-frame bridges     

HE Mingxuan  ZHENG Yifeng  ZHAO Qun 《东北亚地学研究》2013,(4):213-216

The problems like cracking of the girder in the mid-span and the ever-increasing vertical deflection appear during the long term usage of the long-span continuous rigid-flame bridge. Post-tension tendon with re- served duct can increase the pre-stress of the main beam effectively, and decrease the long term span deflection in order to improve the performance of the girder. At the same time, the proper tension position is very crucial to optimise the stress distribution of the bridge and control the deflection increase. Combining with practical en- gineering, the authors analyze the influence of different positions of post-tension tendon （ including top-, web- and bottom plate tendons） on the stress and deflection of the main beam, and find out the optimal position of post tendon.  相似文献   

Stability of rubble-mound breakwater using H₅₀ wave height parameter     

Amir Etemad-Shahidi  Meysam Bali 《Coastal Engineering》2012,59(1):38-45

The prediction of rubble mound breakwaters' stability is one of the most important issues in coastal and maritime engineering. The stability of breakwaters strongly depends on the wave height. Therefore, selection of an appropriate wave height parameter is very vital in the prediction of stability number. In this study, H₅₀, the average of the 50 highest waves that reach the breakwater in its useful life, was used to predict the stability of the armor layer. First, H₅₀ was used instead of the significant wave height in the most recent stability formulas. It was found that this modification yields more accurate results. Then, for further improvement of the results, two formulas were developed using model tree.To develop the new formulas, two experimental data sets of irregular waves were used. Results indicated that the proposed formulas are more accurate than the previous ones for the prediction of the stability parameter. Finally, the proposed formulas were applied to regular waves and a wide range of damage levels and it was seen that the developed formulas are applicable in these cases as well.  相似文献   

Seismic capacity of retrofitted beam–column connections in high‐rise steel frames when subjected to long‐period ground motions     

Yu‐Lin Chung  Takuya Nagae  Tomohiro Matsumiya  Masayoshi Nakashima 《地震工程与结构动力学》2012,41(4):735-753

The seismic capacity of beam‐to‐column connections in steel high‐rise frames is a matter of concern, particularly when they are subjected to long‐period ground motions. A previous full‐scale shaking table test conducted at the E‐Defense National Research Institute for Earth Science and Disaster Prevention in Japan disclosed cracks and fractures in such beam‐to‐column connections. This paper examines the effects of three types of beam‐to‐column connection retrofit: supplemental welds, wing plates, and a haunch. Quasi‐static member tests and a series of shaking table tests applied to a full‐scale specimen are conducted to quantify the respective performances of the retrofit schemes. The performance of a total of 28 connections tested by the member and shaking table tests is evaluated together with that of an additional 12 unretrofitted connections tested in the previous test. When the supplemental welds are applied only to the shear tab to the web, the connection fractures at the same instant as the connection without retrofit. The corresponding cumulative plastic rotation is not improved. When the supplement welds are further applied to the web‐to‐column connection, strain concentration at the bottom flange, primarily promoted by the presence of the RC floor slab, is significantly reduced, and the cumulative plastic rotation capacity is increased to eight times that of the connection without retrofit. For the wing plate connection and haunch connection, the critical section is moved from the beam end to the beam cross‐section corresponding to the tip of the wing plates or haunch, resulting in an improvement of ductility by eight times that of the unretrofitted connection. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

LCR重力仪与CG-5重力仪的长基线混合标定     

刘少明  孙少安  卢红艳  郭树松 《大地测量与地球动力学》2012,32(1):56-59

2010-01-18—26日,在武汉、郑州、北京、沈阳4个高精度绝对重力点长基线上对8台LCR重力仪和4台CG 5重力仪进行了混合标定,标定结果表明：5台重力仪（其中4台为CG 5重力仪）显示出二次项的存在,但精度偏低。对于存在二次项的5台重力仪,一次项参数的单独标定结果均好于联合标定,其他重力仪的标定结果则基本保持不变。  相似文献   

^210Pb Chronology and Trace Metal Geochemistry in the Intertidal Sediment of Qinjiang River Estuary, China^210Pb Chronology and Trace Metal Geochemistry in the Intertidal Sediment of Qinjiang River Estuary, China     

XIA Peng  MENG Xianwei  FENG Aiping  YIN Ping  WANG Xiangqin  ZHANG Jun 《青岛海洋大学学报(英文版)》2012,(2):165-173

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柯福阳  王庆  潘树国 《大地测量与地球动力学》2012,32(5):72-77

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山东省土地利用类型动态变化监测系统开发与验证          下载免费PDF全文

赵云龙 《山东国土资源》2012,28(10):57-59

快速准确地区域土地利用分类是土地利用变化监测的重要部分。该文以山东省为例,使用Terra MODIS地表反射率产品(MOD09),根据山东省遥感影像在不同月份上地物反射率特征构建决策树,在VC平台上开发基于该决策树的针对MOD09数据的土地利用类型自动分类及变化分析的系统,对2000—2009年MOD09每月数据进行分类及其变化分析,并将结果与MODIS地表分类产品进行对比,验证了该系统的高效性和实用性。  相似文献