海拉尔盆地碎屑岩地层断裂带内部结构及断层封闭性

根据盆地演化规律及断层穿层性,将海拉尔盆地断裂分为盆地基底断裂和盖层断裂;根据活动时期和变形特征,分为早期伸展断裂系统、中期张扭断裂系统、早期伸展)中期张扭断裂系统、中期张扭)晚期反转断裂系统和早期伸展)中期张扭)晚期反转断裂系统.结合海拉尔盆地岩心和野外观察,建立3种断裂带内部结构模式:致密储层中断层角砾岩结构、泥质岩盖层中泥岩涂抹结构和泥质岩盖层内断层泥结构.与油气垂向运移有关的断裂系统包括早期伸展)中期张扭)晚期反转断裂系统(正反转断层)、早期伸展)中期张扭)晚期反转活动的断裂系统(反转再活动正断层)和中期张扭)晚期反转活动的断裂系统.该研究成果可以为海拉尔盆地断层封闭性评价提供指导.     

大地构造和海陆起源的内波假说（Ⅱ）──建立假说的大地构造学与运动学基础

介绍建立大地构造内波假说的根据，即：（１）全球海陆分布的低阶球谐特征；（２）全球大洋中脊体系的存在；（３）大陆永存及生长的事实；（４）地壳均衡及莫霍面的化学分界面性质；（５）地槽活动的现象、规律等。在分析以在事实的基础上，研究了大地构造运动中主要的物质运动过程，认为从薄地壳底部向厚地壳底部迁移的地壳物质流，引起地壳厚度的自激波动，推动地槽运动和大陆生长。     

INTERMODAL TRANSPORTATION IN NORTH AMERICA AND THE DEVELOPMENT OF INLAND LOAD CENTERS*

This paper analyzes the changes that are transforming intermodal transportation in the United States and Canada. Traffic is being concentrated at a relatively small number of inland load centers that serve as regional truck distribution points, and are linked by high volume dedicated train services. Both theoretical and practical implications of the changes are examined, and a range of research questions are presented.     

地理信息公共服务平台的总体技术设计研究

随着网络地理信息服务技术的发展,如何基于负载均衡实现地理信息服务资源的智能化调度,从而提高服务系统的并发访问能力是当前研究的重点。提出一种动态负载均衡算法,首先将不同的地理信息服务类型与对应的服务器组相匹配,将RED算法与双阈值方法有效结合判定服务节点的负载状态,并在一定周期内对服务进行了基于加权概率的调度。最后搭建了一个基于服务器集群的实验系统,实验验证了本文方法的有效性。     

基坑悬臂支护桩双参数弹性地基杆系有限元法

对地基抗力双参数法在基坑悬臂支护桩位移和内力计算方面进行了探讨,即采用地基土抗力系数随深度按双参数非线性变化的假设,以弹性地基杆系单元模拟,支护桩则按弹性梁单元模拟。对某基坑悬臂支护桩进行数值模拟反分析表明,通过试算调整可获得适合于实际设计计算的地基抗力双参数,该法应用到福州市某基坑悬臂桩的实际分析和设计中获得了较为满意的结果,可供悬臂支护桩设计计算时参考。     

高层建筑荷载引发地面沉降与隆起变形三维数值模拟

针对地下水埋深较浅地区,由高层建筑荷载引起的土体变形问题,以比奥固结理论为基础,结合土体非线性流变理论,将土体本构关系推广到黏弹塑性;同时考虑土体力学参数及水力参数的动态变化关系,建立了高层建筑荷载引发地面沉降与隆起变形的三维有限元数值模型,详细研究了高层建筑荷载影响下的土体变形特征及此过程中土体力学参数及水力学参数的变化特征。结果表明：由高层建筑荷载引起的地面沉降呈现漏斗状,以建筑物中心为漏斗中心,高层建筑荷载施加初期,高层建筑周围出现隆起,到达最大值后隆起逐渐消失;高层建筑底部浅层土体孔隙度、渗透系数及泊松比均呈现缓慢减小趋势,弹性模量呈现缓慢增大趋势;而高层建筑周围浅层土体的孔隙度、渗透系数及泊松比呈现先增大后减小的变化趋势,弹性模量则呈现先减小后增大的变化趋势;高层建筑影响区域浅部土体参数的变化趋势与土体的回弹及压缩有关。     

流域非点源磷素输出负荷估算方法研究

目前水质常规监测频率较低,难以客观反映流域非点源污染物浓度随降雨径流过程的变化情况,结果会低估了流域非点源污染物的输出负荷。本文利用流域次降雨过程的连续水质水量同步监测资料,研究分析次降雨过程与流域非点源磷素输出负荷之间的因果关系,并建立次降雨总量与磷素输出负荷的定量相关关系。研究结果表明,流域次降雨总量与非点源磷素输出负荷之间存在较好的相关关系。通过这种定量关系,以流域次降雨总量为输入,可以更为合理地估算出流域非点源磷素输出负荷。     

Assessing effects of “source-sink” landscape on non-point source pollution based on cell units of a small agricultural catchment

Ascertaining the relationship between \"source-sink\" landscape and non-point source(NPS) pollution is crucial for reducing NPS pollution, however, it is not easy to realize this target on cell unit scale. To reveal the relationships between \"sourcesink\" landscape and NPS pollution based on cell units of a small catchment in the Three Gorges Reservoir Region(TGRR), the runoff and nutrient yields were simulated first by rainfall events on a cell unit scale based on the Annualized AGricultural Non-Point Source Pollution Model(AnnAGNPS). Landscape structure and pattern were quantified with \"sourcesink\" landscape indicators based on cell units including landscape area indices and locationweighted landscape indices. The results showed that:the study case of small Wangjiagou catchment highlighted a good prediction capability of runoff and nutrient export by the AnnAGNPS model. Throughout the catchment, the spatial distribution trends of four location-weighted landscape indices were similar to the trends of simulated total nitrogen(TN) and total phosphorus(TP), which highlighted the importance of spatial arrangement of \"source\" and \"sink\" landscape types in a catchment when estimating pollutant loads. Results by Pearson correlation analysis indicated that the location-weighted landscape index provided a more comprehensive account of multiple factors, and can better reflect NPS-related nutrient loss than other landscape indices applied in single-factor analysis. This study provides new findings for applying the \"source-sink\" landscape indices based on cell units in small catchments to explain the effect of \"source-sink\" landscape on nutrient export based on cell unit, and helps improve the understanding of the correlation between \"source-sink\" landscape and NPS pollution.     

沙漠砂抗剪强度指标与原位测试指标关系研究

为了在沙漠地基勘察中推广应用静力触探技术,在控制相对密度和含水量的条件下,进行了一系列室内大、中型槽原位测试模拟试验及相关土工试验,取得了塔克拉玛干沙漠砂静力触探指标 ,标准贯入试验锤击数 和抗剪强度指标 的一系列有效数对,并进行了线性回归,建立了 - 和N- 之间的相关关系,且论证了二者之间的协调性。给出的公式为沙漠油田地面工程勘察积累了经验。