河南省固始县柳林-长湾化探Pb、Zn异常评价方法及效果

对河南固始县1989年1/20万区域化探扫面资料进行二次开发,将异常区中的Pb、Zn(A g)地球化学异常重新筛选,评序后提出以排序第二的13-乙1号Pb、Zn(A g)异常为重点评价对象。评价结果显示,在南、北、中三个异常带中,均找到了新矿体,取得了一定的地质找矿效果。     

二次创业与南方海相碳酸盐岩油气勘探的发现与展望

本文概述了中国南方碳酸盐岩地区的油气勘探经历和认识过程.在刘光鼎院士提出的"油气资源二次创业"理论方法指导下,我国在海相碳酸盐岩地区开展的地球物理勘探工作取得了重要成果.海相碳酸盐岩地区具有更复杂的地质构造和演化过程,该类地区寻找油气是世界性难题,传统勘探手段已不适用.本文给出了该类地区进行地球物理勘探的新思路、新方法、新技术,并以举世瞻目的普光大气田的发现说明了新方法的合理性和优势.文章最后给出在南方海相碳酸盐岩地区进行油气地球物理勘探的发展远景.     

灵宝钼矿成矿地质特征探讨

重点论述了灵宝钼矿资源的主要分布范围、地层构造、成矿类型、地质条件及成矿地质背景;境内已发现了南、北两个区域成矿带,有斑岩和脉岩型两种矿化类型,发现了6处钼矿点及与其伴生的多金属矿床;矿石类型以浸染状为主,品位变化较大,矿体主要受岩株或岩脉所控制。对目前灵宝钼矿资源开发现状进行了初步探讨;并对今后钼矿资源的综合勘查和开发方向提出了建议,证明了在灵宝地区具有进一步寻找钼矿资源的较好前景。     

广西钟山县珊瑚钨锡矿区及其外围找矿远景展望

简要阐述了珊瑚钨-锡矿区地质概况和成矿规律.根据该矿区及外围历年地质勘查及科研成果、矿山开采和生产勘探实际情况以及对珊瑚矿床成矿规律的研究,以我国华南钨-锡矿床成矿理论作指导,进行矿区深部及外围钨、锡资源二轮找矿远景预测,提出了四个钨、锡成矿预测区和一个成矿远景区的展望.     

地球空间信息技术在新一轮国土资源大调查中的应用探讨

从分析全球变化和社会可持续发展研究的要求出发,提出地球空间信息技术的形成背景和应用基础。针对新一轮国土资源大调查的性质和任务,探讨了地球空间信息技术在新一轮国土资源大调查中的应用。     

近圆轨道遥感卫星星下点轨迹的计算

根据遥感卫星轨道的特点，提出了计算近圆轨道卫星星下点轨迹的算法，并对其进行精度评估。结果表明这种算法是快捷和有效的，能够满足卫星规划阶段对轨道精度的要求。     

圆形截面灌注桩正截面均匀配筋计算可视化

在圆形截面均匀配筋偏心受压混凝土构件的正截面承载力基本计算公式的基础之上 ,结合基坑工程中圆截面灌注桩的受力特点 ,推导了灌注桩均匀配筋计算的有关公式 ,并以此为基础 ,利用可视化编程软件Delphi 6 .0编写了相应的配筋计算程序。通过实际例证 ,表明该程序计算快捷且结果准确。     

Chinese public policy on fisheries subsidies: Reconciling trade,environmental and food security stakes

This article provides a historical account of Chinese public policy on fisheries subsidies, and a discussion of problems and limitations resulting from the World Trade Organization (WTO) Doha Round fisheries subsidies negotiation. By analyzing subsidization trends and applying a proportional assessment of subsidized areas, the article tracks the evolvement of Chinese fishery policy objective and priorities. Chinese fishery is not historically significantly subsidized in light of its relatively market-oriented structure and a sustained momentum in reducing marine capture capacity. However, due to the commitment to encouraging qualitative growth and to satisfying a rising domestic demand for fish, the government seeks for adequate policy space to employ fuel, distant water fisheries, infrastructure and various ‘green light’ subsidies. Whether or not such a claim can be accepted as a developmental right not an exception remains to be answered by the revision of current negotiation draft.     

细粒含量对粗粒土冻胀特性影响的试验研究

为了得到同时满足冻胀率和击实效果的最大细粒土含量,通过葡氏击实和冻胀试验,研究了不同细粒土含量、不同干密度条件下细圆砾土填料的冻胀特性。研究结果表明,9%细粒土含量下细圆砾土试样的压实效果最好;细圆砾土试样的冻结过程可以划分为快速冻结区、过渡区、似稳定区和稳定区;细粒土含量低于10%时,细圆砾土属于弱冻胀填料;同时满足冻胀率和压实效果的最大细粒土含量为9%;细粒土含量相同时,细圆砾土试样的冻胀率随干密度的增加,先增大而后减小,即存在一个最不利干密度;冻结48 h后,细圆砾土试样冻土段的含水率均大于初始含水率,其不同位置含水率分布曲线呈S型,且随着细粒土含量的增加逐渐呈现倒三角形分布;细圆砾土试样干密度的增大有效地阻断了水分迁移路径。     

Frost heave control of fine round gravel fillings in deep seasonal frozen regions

Fine round gravel soil is widely employed in the subgrade of high speed railways in cold regions to prevent frost heaving and thawing. The lower the fines content in fine round gravel soil, the smaller the quantities of frost heaving and thawing, but compaction difficulty increases. This study is to obtain the optimum fines content and limited frost heaving and thawing. The fine round gravel soil filling (FRGSF) used in the Harbin-Qiqihaer Passenger Dedicated Line is taken as the study object. Influence of fines content on optimum water content, maximum dry density and frost heaving properties of FRGSF were studied by means of compaction and frost heaving tests. Results show that the maximum dry density of the FRGSF increases first and then decreases with an increase of fines content, namely there is an optimum fines content for easy compaction. The method of surface-vibratory instrument is fit for coarse-grained soils, and wet state of coarse-grained soil is in favor of compaction. Considering the relationship of fines content with maximum dry density and the frost heaving ratio of FRGSF, the fines content should be limited to within the range of 9%-10%, so that the frost heaving ratio is less than 1%, and the FRGSF is easily compacted. Water supply is proved to be an important factor influencing the amount of frost heaving of FRGSF. We also conclude that in the field, it is imperative to control waterproofing and drainage measures.