江西大湖塘超大型钨矿初始岩浆流体出溶——来自似伟晶岩壳的记录

江西大湖塘地区是江南造山带中段九岭矿集区内近年查明的世界级超大型钨矿产地,白钨矿体主要呈细脉浸染状缓倾于中粗粒黑云母花岗闪长岩中。位于区内一矿带的成矿母岩顶部发育完好的似伟晶岩壳,壳层的组构特征明显,由母岩向含矿围岩,依次为似斑状黑云母花岗岩→长英质细晶岩→石英长石似伟晶岩→长石石英似伟晶岩→含白钨矿黑云母花岗闪长岩。壳内石英的阴极发光岩相学研究显示,石英巨晶、斑晶、基质和石英脉大多经历了早阶段主晶石英,中阶段扩散交代石英和晚阶段渗滤充填石英3个生长阶段。微量元素研究表明,早阶段石英的生长是一个流体加速沉淀的过程,中阶段和晚阶段流体对主晶石英均有叠加改造,其微量元素呈降低趋势。各类石英均表现为富碱金属元素、中高温（≥483℃）、低Li/Al（0.01~0.50,大多小于0.24）的地球化学特征,反映了成矿流体为岩浆水来源,石英的生长具有岩浆—热液过渡性质。综合研究表明,大湖塘一矿带似伟晶岩壳是初始含矿岩浆流体出溶的产物,其形成过程中动态的物理化学条件促进了成矿元素W由母岩向围岩搬运富集。     

新疆伊吾阿勒吞昆多蛇绿混杂岩特征

前人将唐巴勒-卡拉麦里缝合线置于伊吾县以南哈尔里克山塔水河一线。1993年巴瑞士等在伊吾西北大黑山发现超镁铁岩-镁铁岩洋壳残片,认为卡拉麦里蛇绿岩从伊吾西北大黑山一带向东延伸。2009年笔者参与伊吾县阿尔通盖一带1∶5万区域地质矿产调查工作,于伊吾县以北阿勒吞昆多一带发现阿勒吞昆多蛇绿混杂岩,该蛇绿岩中斜长花岗岩形成于早石炭世((351±6)Ma),大地构造为哈萨克斯坦-准噶尔板块及准噶尔微板块、唐巴勒-卡拉麦里古生代沟弧体系。在研究前人资料基础上,提出阿勒吞昆多蛇绿混杂岩为卡拉麦里蛇绿岩(属唐巴勒-卡拉麦里缝合线)向东延伸部分,唐巴勒-卡拉麦里缝合线(沟弧体系)西起唐巴勒,向东经达拉布特-卡拉麦里-塔克扎勒-大黑山至伊吾县阿勒吞昆多一带,可能延伸至蒙古境内。     

Impact Buckling and Post-Buckling of Elasto-Viscoplastic Cylindrical Shell Under Torsion

The dynamic torsional buckling and post-buckling of elasto-plastic circular cylindrical shell isstudied.By the usage of the Bodner-Partom constitutive relation,the present visco-plastic problem is treat-ed as an orthotropic elastic problem.Based on the nonlinear large deflection shell therory,the governingdynamic buckling equation is solved by the Runge-Kutta method,and the critical buckling stress is deter-mined by the B-R criterion.The present paper is mainly focused on the imperfection sensitivity,the strainrate sensitivity,and the dynamic post-buckling characters for the shell loaded dynamically with a constantshear strain rate.Numerical results show that the critical shear stress and imperfection sensitivity will in-crease with the increase of strain rate.It is found that the elastic buckling stress is more sensitive toimperfection than the visco-plastic buckling.The present research also reveals some dynamic post-bucklingcharacters for the cylindrical shell,and it is shown that the shell will vibra     

地震作用下单层柱面网壳的动力稳定性能分析

以单层柱面网壳结构为研究对象,利用El-centro地震波对该类结构进行了时程地震反应分析,考察了结构的地震响应和抗震性能,研究了其在地震作用下的动力失稳特点。选取了几种几何尺寸不同的单层柱面网壳,分析了矢跨比和长跨比对单层柱面网壳动力稳定性能的影响。     

Three dimensional numerical simulation of residential building on shrink–swell soils in response to climatic conditions

Shrink–swell soils can cause distresses in buildings, and every year, the economic loss associated with this problem is huge. This paper presents a comprehensive system for simulating the soil–foundation–building system and its response to daily weather conditions. Weather data include rainfall, solar radiation, air temperature, relative humidity, and wind speed, all of which are readily available from a local weather station or the Internet. These data are used to determine simulation flux boundary conditions. Different methods are proposed to simulate different boundary conditions: bare soil, trees, and vegetation. A coupled hydro‐mechanical stress analysis is used to simulate the volume change of shrink–swell soils due to both mechanical stress and water content variations. Coupled hydro‐mechanical stress‐jointed elements are used to simulate the interaction between the soil and the slab, and general shell elements are used to simulate structural behavior. All the models are combined into one finite element program to predict the entire system's behavior. This paper first described the theory for the simulations. A site in Arlington, Texas, is then selected to demonstrate the application of the proposed system. Simulation results are shown, and a comparison between measured and predicted movements for four footings in Arlington, Texas, over a 2‐year period is presented. Finally, a three‐dimensional simulation is made for a virtual residential building on shrink–swell soils to identify the influence of various factors. Copyright © 2015 John Wiley & Sons, Ltd.     

Geochemistry of trace elements and Sr-Nd isotopes of foraminifera shell from the Okinawa Trough

ＩＮＴＲＯＤＵＣＴＩＯＮＰｒｏｖｅｎａｎｃｅｏｆｍａｒｉｎｅｓｅｄｉｍｅｎｔｓｈａｓａｌｗａｙｓｂｅｅｎａｆｏｃｕｓｅｄｐｒｏｂｌｅｍｉｎｍａｒｉｎｅｓｅｄｉｍｅｎｔｇｅ ｏｌｏｇｙ.Ｒｅｃｏｇｎｉｔｉｏｎｏｆｅｎｄｍｅｍｂｅｒｓａｎｄｅｓｔｉｍａｔｉｏｎｏｆｔｈｅｉｒｒｅｌａｔｉｖｅｐｒｏｐｏｒｔｉｏｎｓｆｒｏｍｍｉｘｅｄｓｅｄｉｍｅｎｔｓｈａｖｅｂｅｅｎａｋｅｙｃｏｎｔｅｎｔｉｎｔｈｅｓｔｕｄｙｏｆｐｒｏｖｅｎａｎｃｅ .Ｆｏｒｔｈｉｓａｉｍ ,ｉｔｉｓｎｅｃｅｓｓａｒｙｔｏｓｅｌｅｃｔｅｎｄｍｅ…     

耐压柱壳参数化设计与灵敏度分析

为提高耐压柱壳设计效率,设计了耐压柱壳参数化分析流程。研究了有限元分析所涉及的材料属性、载荷施加、边界条件设置等内容,确定了采用弧长法分析耐压柱壳稳定性。利用Python语言对于ABAQUS软件进行了二次开发,利用Isight软件实现了ABAQUS的集成,实现了耐压柱壳有限元分析模型的网格自动划分、自动分析计算等。选择样本点进行参数化分析,利用响应面模型对于样本点进行了拟合,得到了具有较高拟合精度、满足工程需要的近似模型,进行了设计变量的灵敏度分析。研究结果表明:参数化分析流程可实现耐压柱壳的自动分析、近似模型及灵敏度分析,可降低耐压柱壳分析难度,均可提高耐压柱壳设计效率。     

宁南弧形构造带甘肃大沟—内蒙古乱井中上地壳电性结构

利用大地电磁探测方法在宁南弧形构造带内蒙古乱井—甘肃大沟段进行了中上地壳电性结构特征研究,通过二维反演获得了研究区的电性结构模型,模型清楚揭示出了该区典型的电性结构特征:(1)中上地壳电性结构整体表现为"碎块状"的构造特征,其中走廊构造带总体表现为相对低阻,北祁连碰撞造山带总体表现为相对高阻;(2)海原地震震源区的震源断裂所反映的低阻带构造样式既不像走滑断裂那样陡峭,也不像逆冲断裂那样平缓,而是兼具走滑与逆冲断裂带的双重特征;(3)研究区壳内低阻层呈现不连续分布,总体表现为南深北浅的构造样式,一般都终止于高阻地块边缘或与逆冲推覆构造的滑脱面相交汇处;(4)清水河裂褶带内发育的高阻地块可能为晚古生代或早中生代发育在元古宙基底上的古隆起,为该区燕山期构造运动提供了深部大地电磁资料证据。     

福建深沪湾地学旅游资源及其科学价值评价

在对福建深沪湾地学旅游资源进行综合、系统的考察基础上,对福建深沪湾旅游资源进行了系统的分析与统计研究,并对其中的地质遗迹景观和类型进行系统分类,着重对海底古森林、古牡蛎滩、红土台地、古人类活动遗迹发现点和海蚀地貌等核心地质景观进行了阐述,并对其科学意义进行了尝试性探讨。     

我国产区的几种海水和淡水贝壳珍珠层粉成分的初步对比研究

为了系统研究和比较我国产区的一些海水和淡水贝壳珍珠层的物相和元素成分,我们采集了2种淡水育珠三角帆蚌壳和8种海水贝壳,其中4种是海水育珠马氏珠母贝壳,另4种是其它海水贝壳,并进行预处理以制备其贝壳珍珠层。然后使用X射线衍射、氨基酸分析、原子吸收光谱、原子荧光光谱法对贝壳珍珠层进行分析。结果表明这10种贝壳珍珠层的矿物物相都十分简单,主要由文石组成,仅含少量的方解石,并且它们的物相成分无明显的差别,难以通过X射线衍射（XRD）分析技术加以鉴定。与其它4种海水贝壳珍珠层相比,马氏珠母贝和三角帆蚌壳珍珠层的氨基酸含量明显大些。各种贝壳珍珠层的微量元素Na、Pb、Hg、As、Cu、Se、Cr、Mn的含量,与其品种基本无关,但可能与其生长的水环境有关。