基于球面退化四叉树格网的GlobeLand30数据表达及精度分析

Globe Land30为我国研制的世界上首套全球30 m地表覆盖数据集。该数据采用传统的通用横轴墨卡托投影(UTM)组织数据。为了解决地图投影给全球性问题带来的空间数据断裂及几何变形等问题,本文以球面退化四叉树格网(DQG)为基础,构建一种Globe Land30的全球连续表达模型;并选择相应的精度评价指标,对基于DQG模型表达的几何变形、数据误差的空间位置分布及定量化进行研究。结果表明:基于DQG模型既能保证Globe Land30数据表达的全球连续性,又能保持原有的数据精度,为Globe Land30在全球空间数据的可视化连续表达与深度分析提供了基础。     

Rock Stress,Rock Stress Measurements,and the Integrated Stress Determination Method (ISDM)

The primary objectives of this work are to (1) improve the understanding of the prevailing stress distribution at the Äspö Hard Rock Laboratory (HRL) in SE Sweden by employing an integrated stress determination approach, and in order to accomplish this (2) extend the existing stress integration methodology denominated integrated stress determination method (ISDM; Cornet in Comprehensive Rock Engineering vol 3, Pergamon Press, Oxford, pp 413–432, 1993a). The new developments of the ISDM involve a 12-parameter representation of the regional stress field in the rock mass (i.e., the full stress tensor and its variation with depth) that is applicable to hydraulic stress data (sleeve fracturing, hydraulic fracturing, and hydraulic tests on pre-existing fractures), overcoring data (CSIR- and CSIRO-type of devices), and to combinations of hydraulic and overcoring stress data. For the latter case, the elastic parameters of the overcoring technique may be solved in situ by allowing the hydraulic stress data to constrain them. As a result, the problem then involves 14 model parameters. Results from the study show that the ISDM effectively improves the precision of the prevailing stress field determination and that it is especially powerful for identification of consistencies/inconsistencies in an existing data set. Indeed, this is the very basic premise and goal of stress integration; combine all available data to achieve as complete a characterization of the mechanical stress model as possible, and not to identify a solution that fits only loosely the maximum amount of stress data.     

Geochemical anomaly structure of South Mining District of Fenghuangshan Copper Mine

To study the geochemical anomaly structure of multi-element associations in the South Mining District of the Fenghuangshan Copper Mine,samples were collected and analyzed for their trace element contents.Multi-element anomaly associations were divided according to the correlations between Cu and each of the other elements,and the distribution characteristics of multi-element anomaly associations were also described.Among them,the anomaly distribution of metallogenic element Cu indicates the environment of mineralization.This study provided the basis for research on the metallogenic prediction and geochemistry of the Fenghuangshan Copper Mine.     

明渠规则断面流量测量方法研究

针时现有明渠流量测量方法的不足,提出一种规则断面明渠流量的自动测量方法-流速-水位法.首先基于断面流速分布经验公式,给出流速-水位法测量明渠断面流量的基本原理、计算公式及测量步骤;然后应用该法对某实际灌区的两个典型断面进行流量测量,并与流速-面积法的实测结果作对比,两者符合的较好,说明本文所提出的流速-水位法是准确可行的.实例应用成果表明,所提出的流速-水位法可用于规则断面明渠流量的自动测量.     

地基沉降大变形有限元分析的几何刚度效应

研究了基于完全拉格朗日（Total Lagrangian）描述的大变形有限元法分析地基沉降问题的几何刚度效应。在有限元列式的推导过程中严格考虑了土力学表述习惯的影响。通过算例分析,主要研究了几何刚度效应对荷载-沉降曲线的影响,并对比分析了不同率型大变形分析中的几何刚度效应问题。结果表明,几何刚度效应的存在减小了地基大变形有限元系统的刚度;忽略几何刚度效应将导致沉降计算结果偏小,在地基变形较大的情况下误差更明显,Truesdell率型大变形分析的最终沉降结果与小变形法的结果一致。几何刚度效应在地基大变形有限元分析中具有一定程度的影响,处理不当可能出现结构刚度增大的现象。大变形分析结果的性质偏于刚硬。     

马超营断裂带地质及地球化学特征

根据对马超营断裂带系统进行的地质—地球化学剖面研究，探讨了该带断裂构造活动及其元素地球化学迁移富集规律与构造地球化学分异之间的关系；分析了蚀变、矿化与成矿的关系，认为早期面型蚀变伴有成矿元素的活化和迁移，但无矿化富集，后期带状蚀变伴有金的富集成矿且以硅化、绢云母化为主要标志。从而，为马超营断裂带这一重要的以金为主成矿带的进一步工作、研究，提供了地球化学方面的依据。     

三维坑道直流聚焦法超前探测技术

对坑道超前探测方法中的三维坑道直流聚焦法的电极组合作了研究.计算、分析了2个同性点电源的电流分布规律,指出由于电流的相互排斥作用,电流密度在这两个点电源的中垂线下一定深度处产生最大值,这个深度与这两个点源之间的距离成正比.基于上述理由,设计出3种电极组合:四点电源、五点电源和九点电源布极方式.用三维有限单元数值模拟的方法计算了上述3种电极系的空间电位分布,发现九点电源方式对电流聚束效果较好,而且当主电极电流小于屏蔽电极电流时效果最好.     

Sol－gel法制取Al_2O_3系陶瓷涂层的组织与性能

用多种分析手段分析了Ｓｏｌ－ｇｅｌ法制取的Ａｌ２Ｏ３系陶瓷涂层在烧结过程中的组织变化以及烧结后涂层的成分和组织结构；对涂层的高温抗氧化性、耐蚀性、耐磨性以及涂层与金属基体的结合力进行了测试，结果表明，Ｓｏｌ－ｇｅｌ法制取的Ａｌ２Ｏ３系陶瓷涂层由氧化物晶体、过渡相和玻璃体混合而成，涂层与基体之间有很好的结合力，金属基体的抗氧性、耐蚀性、耐磨性能有明显提高．     

Development of partial factor design method on bending strength of piles for Japanese Specifications for Highway Bridges

ABSTRACT

This paper describes the development of a partial factor design method on the bending strength of piles for the Japanese Specifications for Highway Bridges. First, uncertainties in mobilised bending moments and yield bending moments were evaluated by Monte Carlo simulations. Second, the reliability of piles designed by the previous specifications were evaluated on the basis of reliability analysis considering uncertainties in the mobilised bending moments, yield bending moments, and other factors. Finally, a partial factor design method utilising a survey subsurface investigation method and ground type was developed to reach target reliability levels determined by the Standards.     

宁东煤田横城矿区太原组煤中关键金属的物质来源和富集机理

对宁东煤田横城矿区太原组9号煤层进行了矿物学和地球化学研究,以便查明煤中关键金属的分布、赋存和富集特征,并评价其综合利用前景。研究结果表明：① 横城矿区9号煤以高的镜质组含量、特低—低灰分产率和中—高硫含量为特征。② 煤中矿物主要由高岭石组成,以细胞充填状、透镜状和薄层状等形式存在。煤层底板中矿物主要由石英、高岭石和白云母组成,其主要为碎屑成因。③ 煤层中常量元素主要由SiO2和Al2O3组成,煤中Li、Zr、Nb、Hf、Pb和Th的含量达到轻度富集—富集程度,其中Li、Pb和Th主要赋存于高岭石,Zr和Hf赋存于锆石,Nb赋存于高岭石和锐钛矿。矿区9号煤层形成于受海水影响的潮坪 潟湖环境,煤层下部形成于铁源供给不足的低位沼泽环境,煤层上部形成于铁源严重不足的高位沼泽环境,故下部煤层中硫以黄铁矿硫为主而上部以有机硫为主。煤中碎屑物质主要来源于阴山古陆和阿拉善地块,阴山古陆主要提供了元古宙的陆源碎屑物质,阿拉善地块主要供给了早石炭世的碎屑物质,此外也有少量的火山灰和奥陶系灰岩风化残积物进入到含煤盆地。煤中的Li、Zr、Nb等关键金属的富集主要受控于长英质的碱性—过碱性物质输入量的多少,同时水/岩作用过程也导致了关键金属的活化、迁移和重新分配。煤灰中Li2O含量超过其边界品位,REO、Ga、Zr和REY接近相应边界品位,故可考虑Li Ga Zr REY等的综合开发利用。