中天山骆驼沟火山岩的地球化学特征及其构造环境

中天山骆驼沟石炭纪火山岩系主要由枕状玄武岩，玄武岩和细碧岩构成，另有少量英安岩和流纹岩，其中基性火山 岩全岩化学成分CIPW计算结果主要含Di和Hy，少量含Ol和Qz，不含Ne，而且岩石的Ｎb/ Y比值均小于0．7，属亚碱性系列，在SiO2-FeO/MgO图中样品点落在拉斑玄武岩区域，岩石的TiO2含量较高（1．48－2．31），Th/Ta=1.34-2.06,La/Ta=12-17,Ti/V=37.16-51.49,La/Nb≈1,显示了MORB的特征，岩石εNd(t)值为＋3．80－＋6．53，并具高Nb含量和低的Zr/Nb比值（分别为10－22ug/g,6.8-10.3）以及富集轻稀土的特点，表明岩石兼具E－MORB与OIB的特征，是源于有富集地幔物质加入的亏损地幔源区，为MORB与EMII不同程度混合的产物，另外，岩石富含Ti,LILE,LREE,HFSE，具有较高的Ti/V,Zr/Y比值，较低的Zr/Nb,LREE?HREE比值和较低的Mg值（45－55），以及碱性岩不发育则显示了大陆溢流玄武岩（CFB）的特征，表明骆驼火山岩形成于大陆减薄拉张环境。     

一类退化抛物型方程全局解的存在性与爆破

研究了一类具有一致Dirichlet边界条件的非线性退化抛物型方程组解的爆破和全局存在性，给出了解全局存在的一个充分必要条件。     

CINRAD/CD雷达反射率因子同化对中尺度数值模式云微物理量场调整的分析

以ARPS模式及其资料三维同化系统ARPS3DVAR和复杂云分析模块为研究平台,使用贵阳多普勒雷达的体扫观测资料,分析了雷达反射率因子资料对云微物理量场的同化问题及雷达资料质量控制对同化的影响.结果表明,数值试验中两个不同的云分析方案都能同化出合理的云水场和水凝物场,同时因为水凝物场的调整,位温场和垂直速度场也得到了很好的响应;与没有使用云分析方案的试验比较,使用了云分析方案同化雷达资料的试验,在初始时刻能够调整出一个合理的云微物理量场,减少模式的热启动时间;而没有使用云分析方案的试验在2～3 h后才能调整出一个位置有较大偏差的水凝物场,雷达反射率资料的同化在强对流风暴的模拟中起到了一个非常关键的作用.     

基于知识标注的地理信息语义服务框架研究

基于空间语义学基础理论,将传统的地理信息服务技术与新兴的语义服务技术相结合,建立地理信息语义服务框架及知识标注方法体系,并应用于地理空间信息服务处理中,提供智能化、自动化的地理信息服务发现、组合与触发策略;设计基于文本挖掘算法的半自动知识标注引擎,提高服务处理自动化程度,实现包含丰富语义信息的地理空间语义服务的发布;建立基于规则和推理引擎的地理信息服务匹配与发现机制,提高服务发现效率;建立地理信息服务语义标注与服务匹配评价方法,采用基于空间关联规则的标注正确性评估策略,验证知识标注价值。     

关于3维矿山建模的探讨

在矿山3维可视化的过程中,最重要的是建模和可视化的研究。文中主要讨论了3维建模的一些常用方法。3维模型的建立主要基于以下数据结构,如规则格网法、TIN、3维栅格、3维矢量、八叉树、TEN等结构,通过这些数据结构可以实现不同特点的矿山3维表达与模拟。     

Annual report of IGCP Project No.440 in 2003--Rodinia assembly and breakup

With the latest information on geology, isotop chronology, geochemistry and aerial geophysics, the structural enviroment, geological event characterists and evolution history of component units of Rodinia Supercontinent on a global scale are discussed. And some neo views and genetic pattern are provided. The East Eurppean Cratorn had a complex evolution history between 1.7 and 0.9 Ga. The arthors propose a new reconstruction of Laurentia acient land and Siberia at ca. 1 050～1 000 Ma. The largest litho-structural record ofthe Meso-Neoproterozoic orogenic collage in South America made up the western border of the South American Platform African Cratons are the result of convergence of Paleoproterozoic/Archaem Cratonic blocks. A part of Eastern Antarctica attached to southern Africa in Mesoproterozoic.Neoproterozoic felsic magmatic events in New India made the western border of Rodinia Pre-Grevoillian Laurentia was established as a major continental block by the end of the Paleoproterozoic. South China is geologically plausible to be between southern Laurentia and eastem Australia. Yangzi-Tarim connection or neighborhood is proposed. According to the abovementionded, the assembly and breakup paattern of Rodinia proposed by Pisarevsky is tested. It telles that primary break up is along the western border of Laurentia ancient land, which is similar to northem Atlantic. Another characteristic is that some continents are not considered as component parts of Rodinia, eg. India, Congo and San-Francisco.     

基于马尔科夫网视频图像目标检测跟踪方法研究

研究了马尔科夫网的概念、方法,分析它在空间数据挖掘中的作用与意义,并以视频图像为例广泛研究以多种粒度(节点数)建立视频图像间的马尔科夫网,通过网络结构分析检测视频图像中的目标差异。研究表明马尔科夫网可以很好地揭示数据间的抽象近邻关系,并且这种网络自身就具有表达知识的意义。     

二次调查中同一区域不同比例尺数据衔接问题的探讨

盐城市盐都区在第二次土地调查中采用了两种不同比例尺的调查模式,即:1∶1 000和1∶5 000调查相结合的方式。其中,144平方公里采用1∶1 000调查,901平方公里采用1∶5 000调查,本文对盐都区这一调查模式的数据如何衔接进行了初步的探讨。     

Design charts for elastic pile shortening in the equivalent top–down load–settlement curve from a bidirectional load test

With a rigid pile assumption, the equivalent top–down load–settlement curve constructed from the results of a bidirectional or bottom–up pile load test does not fully consider the total elastic shortening when all the load components from skin-friction and end-bearing are applied downward at the pile head. In effect, the equivalent curve constructed by the original method suggested from the Osterberg test showed a much stiffer curve compared to the top–down curve. Design charts are provided in this paper from the results of a parametric study on bored piles in order to approximately evaluate the λ-factor that is used to estimate the top–down pile shortening from the bottom–up shortening due to the skin-friction component of the load. It has been shown that the λ-factor varies with the distribution of the undrained shear strength profile, pile slenderness ratio, and mobilization of the skin-friction resistance. In addition, the pile shortening due to the end-bearing load component is added to the top settlements by treating the pile as an elastic column. A modified method for the construction of the equivalent top–down load–settlement curve is presented that considers the elastic pile shortening and validated with the measured top–down load–settlement curve from pile load tests.