秦岭南缘勉略带构造属性及晚古生代地质背景:来自碎屑锆石U-Pb年代学的制约     

李小兵  裴先治  李佐臣  李瑞保  裴磊  高峰  王盟 《岩石学报》2021,37(5):1444-1468

勉略构造带作为秦岭造山带内重要的构造边界,关于其构造属性及晚古生代以来的地质背景,一直是学术界争论的焦点。碎屑锆石U-Pb年代学在限定地层单元的最大沉积年龄、研究区域构造岩浆事件及约束构造地质背景等方面行之有效。基于此,通过对勉略带内五郎坪北侧两河口变沉积地层和侵入其中的变形花岗岩脉体进行LA-ICP-MS锆石U-Pb年代学研究。获得2件变形花岗岩脉的结晶年龄均为406±1Ma。碎屑锆石主年龄谱分别为422～456Ma和558～826Ma,峰值年龄为441Ma和771Ma、813Ma,次级年龄谱分别为942～1495Ma和1658～2981Ma,峰值年龄不明显。依据最小一组碎屑锆石的峰值年龄(441Ma),和侵入其中的变形花岗岩脉(406±0.6Ma),限定该变沉积地层形成时代为406～441Ma(S_1-D_1)。碎屑锆石年龄谱显示该套变沉积地层物质来源较为复杂,其中秦岭造山带及扬子板块北缘早古生代、新元古代岩浆岩为其提供了74%±的物源,古老变质基底为其提供了26%±的物源。通过与区域上已有资料对比,认为勉略构造带内晚古生代沉积地层形成环境与邻区大致相同,且本次所获得的变沉积岩碎屑锆石年龄谱也与邻区泥盆系相似。综合认为,勉略构造带与邻区在晚古生代应属同一构造环境,晚古生代"勉略海盆"应当包括整个南秦岭。  相似文献   

Equation of state of MgGeO3 perovskite to 65 GPa: comparison with the post-perovskite phase     

C. E. Runge  A. Kubo  B. Kiefer  Y. Meng  V. B. Prakapenka  G. Shen  R. J. Cava  T. S. Duffy 《Physics and Chemistry of Minerals》2006,33(10):699-709

The equation of state of MgGeO₃ perovskite was determined between 25 and 66 GPa using synchrotron X-ray diffraction with the laser-heated diamond anvil cell. The data were fit to a third-order Birch–Murnaghan equation of state and yielded a zero-pressure volume (V ₀) of 182.2 ± 0.3 Å³ and bulk modulus (K ₀) of 229 ± 3 GPa, with the pressure derivative (K′₀ = (?K ₀/?P) _T ) fixed at 3.7. Differential stresses were evaluated using lattice strain theory and found to be typically less than about 1.5 GPa. Theoretical calculations were also carried out using density functional theory from 0 to 205 GPa. The equation of state parameters from theory (V ₀ = 180.2 Å³, K ₀ = 221.3 GPa, and K′₀ = 3.90) are in agreement with experiment, although theoretically calculated volumes are systematically lower than experiment. The properties of the perovskite phase were compared to MgGeO₃ post-perovskite phase near the observed phase transition pressure (～65 GPa). Across the transition, the density increased by 2.0(0.7)%. This is in excellent agreement with the theoretically determined density change of 1.9%; however both values are larger than those for the (Mg,Fe)SiO₃ phase transition. The bulk sound velocity change across the transition is small and is likely to be negative [?0.5(1.6)% from experiment and ?1.2% from theory]. These results are similar to previous findings for the (Mg,Fe)SiO₃ system. A linearized Birch–Murnaghan equation of state fit to each axis yielded zero-pressure compressibilities of 0.0022, 0.0009, and 0.0016 GPa^?1 for the a, b, and c axis, respectively. Magnesium germanate appears to be a good analog system for studying the properties of the perovskite and post-perovskite phases in silicates.  相似文献   

大吨位基桩抗压载荷试验中的锚桩预应力保护技术     

陈雅琴  张宏光  冯忠居  谢永利 《工程地质学报》2006,14(4):531-536

竖轴向承载力是桩基础设计的重要参数,现场静载试验是目前确定桩基承载力的主要手段之一。本文依托黄陵延安段高速公路洛河特大桥试桩工程,通过对原有工程桩施加预应力,形成了以工程桩为锚桩的锚拔体系。加载过程中试桩应力、锚桩应力及桩顶位移测试,结果表明,结合预应力技术,以工程桩作为锚桩构成桩基础静载试验的锚拔体系是可行的,同时提出了施加预应力大小的原则、方法以及确保后期曾作为锚桩的工程桩有足够承载能力应采取的必要措施。  相似文献   

大规模真实感三维地形技术综述     

赵九文  杜庆  孟凡奎  王海莉 《化工矿产地质》2006,28(4):245-250

计算机虚拟仿真领域的地形构建及显示方法的研究动态,描述三维地形建模、基于视点相关的细分简化、基于块的格网简化、模型的纹理映射和显示控制、误差度量中,分析和总结几个主要方法的特点及使用场合．  相似文献   

Influence of sedimentary environments on mechanical properties of clastic rocks     

Zhaoping Meng  Jincai Zhang  Suping Peng 《Environmental Geology》2006,51(1):113-120

The sedimentary environments are the intrinsic factor controlling the mechanical properties of clastic rocks. Examining the relationship between rock sedimentary environments and rock mechanical properties gives a better understanding of rock deformation and failure mechanisms. In this study, more than 55 samples in coal measures were taken from seven different lithologic formations in eastern China. Using the optical microscope the sedimentary characteristics, such as components of clastic rocks and sizes of clastic grains were quantitatively tested and analyzed. The corresponding mechanical parameters were tested using the servo-controlled testing system. Different lithologic attributes in the sedimentary rocks sampled different stress–strain behaviors and failure characteristics under different confining pressures, mainly due to different compositions and textures. Results demonstrate that clastic rocks have the linear best-fit for Mohr-Coulomb failure criterion. The elastic moduli in clastic rocks are highly dependent upon confining pressures, unlike hard rocks. The envelope lines of the mechanical properties versus the contents of quartz, detritus of the grain diameter of more than 0.03 mm, and grain size in clastic rocks are given. The compressive strength or elastic modulus and the grain diameter have a non-monotonic relation and demonstrate the “grain-diameter softening” effect.  相似文献   

在“国土资源信息化建设成果展览”剪彩仪式上的讲话     

孟宪来 《国土资源信息化》2005,(4):10-10

各位来宾,各位代表,同志们:国土资源信息化建设成果展览,今天在美丽的昆明市隆重开幕了。我谨代表国土资源部,对展览的成功举办表示热烈的祝贺!向参与这次展览的各界代表和朋友们表示诚挚的问候!向各位来宾和同志们表示衷心的感谢!  相似文献   

中国MODIS卫星影像彩色镶嵌图制作     

马慧云刘良明  鄢俊洁孟令奎 《四川测绘》2005,28(2):71-73

本文介绍了大范围卫星影像彩色镶嵌图的制作流程．对于大范围卫星影像彩色镶嵌图制作的技术难点（去云、拼接、调色），文章进行了重点介绍并提出技术解决办法．利用MODIS卫星数据制作了两幅全国彩色影像镶嵌图：一幅为红波段（B1）、绿波段（B4）和蓝波段（B3）构成的真彩色合成影像：一幅为红波段（B1）．近红外波段（B2）和蓝波段（B3）构成的假彩色合成影像．两幅影像色彩精美，信息量丰富．  相似文献   

黄骅坳陷扣村地区古近系沙三段高分辨层序地层分析     

王世军  肖建玲  朱敏  张孟 《新疆地质》2005,23(2):158-163

通过利用钻井、测井、地震等多种资料，以黄骅坳陷扣村地区古近系沙三段为例，详细论述了开展高分辨层序地层分析的研究流程、方法．在四级层序格架确定的基础上，叙述了以一般湖泛面和更小级别的岩性和结构层序单元界面的识别与类型的确定．指出通过露头、岩心、测井曲线和高分辨地震信息，可以确定短期旋回界面与超短期旋回界面．根据工区的特点选取主干剖面，建立高分辨率层序地层网络格架对比剖面，开展长、中、短期基准面旋回的分析、高分辨率层序地层的单砂体展布分析及其沉积微相研究．  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   

北京北部城区 SO2和NO2浓度垂直分布特点初探   总被引：11，自引：3，他引：11  

孟昭阳  丁国安  于海青  王淑凤 《应用气象学报》2002,13(Z1):109-112

2001年1～3月在中国科学院大气物理研究所320 m铁塔10个不同高度(320、240、200、140、100、80、47、15、8 m和地面)使用无动力扩散采样器对SO2和NO2日平均总量及夜间平均浓度进行了观测.结果表明,200m以下高度SO2和NO2浓度较大.北京城区不同高度大气中SO2的浓度1月份最高.NO2浓度1月份和2月份呈现高值.不同高度SO2和NO2浓度与逆温强度有明显的正相关.  相似文献