冰碛土工程性能的研究

本文以川西某机场为例,研究了冰碛土的工程性能,研究成果满足了工程设计的要求,对同类地基研究具有 重要的参考意义。     

Size Scaling of Cross Correlation Between Multiple Variables

Reservoir models have large uncertainty because of spatial variability and limited sample data. The ultimate aim is to use simultaneously all available data sources to reduce uncertainty and provide reliable reservoir models for resource assessment and flow simulation. Seismic impedance or some other attribute provides a key source of data for reservoir modeling. These seismic data are at a coarser scale than the hard well data and it not an exact measurement of facies proportions or porosity. A requirement for data integration is the cross-covariance between the well and seismic data.The size-scaling behavior of the cross correlation for different measurement scales was nvestigated. The size-scaling relationship is derived theoretically and validated by numerical studies (including an example with real data). The limit properties of the cross-correlation coefficient when the averaging volume becomes large is shown. After some averaging volume, the volume-dependent cross-correlation coefficient reaches a limit value. This plateau value is controlled mainly by the large-scale behavior of the cross and direct variograms.The cross correlation can increase or decrease with volume support depending on the relative importance of long- and short-scale covariance structures. If the direct and cross variograms are proportional, there is no change in the cross correlation as the averaging volume changes. Our study shows that the volume-dependent cross-correlation coefficient is sensitive to the shape of the cross variogram and differences between the direct variograms of the well data and seismic data.     

Velocity profile of a sand cloud blowing over a gravel surface

Particle dynamic analyzer (PDA) measurement technology was used to study the turbulent characteristics and the variation with height of the mean horizontal (in the downwind direction) and vertical (in the upward direction) particle velocity of a sand cloud blowing over a gravel surface. The results show that the mean horizontal particle velocity of the cloud increases with height, while the mean vertical velocity decreases with height. The variation of the mean horizontal velocity with height is, to some extent, similar to the wind profile that increases logarithmically with height in the turbulent boundary layer. The variation of the mean vertical velocity with height is much more complex than that of the mean horizontal velocity. The increase of the resultant mean velocity with height can be expressed by a modified power function. Particle turbulence in the downwind direction decreases with height, while that in the vertical direction is complex. For fine sands (0.2–0.3 mm and 0.3–0.4 mm), there is a tendency for the particle turbulence to increase with height. In the very near-surface layer (<4 mm), the movement of blown sand particles is very complex due to the rebound of particles on the bed and the interparticle collisions in the air. Wind starts to accelerate particle movement about 4 mm from the surface. The initial rebound on the bed and the interparticle collisions in the air have a profound effect on particle movement below that height, where particle concentration is very high and wind velocity is very low.     

新疆城市化过程及机制分析

城市人则城市化研究的核心问题。在分析新疆城市化现状特征的基础上，围绕新疆城市发展的阶段和过程，采用多因素的灰色关联分析和比较分析等手段，对新疆1978－2000年间城市化发展过程进行分析和探讨，寻求并探索新疆城市化发展的特征、水平和演化机制。研究结果发现各因素与城市化的关联度不仅在横向上存在着指标间的差异，在纵向上显示出1990－2000间各指标与城市化的相关性明显高于1978－1989年间，部分指标与城市化关系发生了负向变化。表明近20多年来新疆城市化稳定发展，城市化系统条件（农村和城市的控制性次系统及整个社会经济文化）有一定的提高，体现了系统各因素与城市化发展的同向性以及区域发展的合理趋势，但整体薄弱的社会经济基础是新疆城市化落后的根本原因，产业结构升级转换仍将是新疆城市化的主要动力。     

塔里木盆地地貌过程对绿洲形成演变的影响

第三纪末以来，天山、昆仑山强烈隆起使塔里木盆地相对下沉，山盆高差悬殊大，白山顶至盆地腹部地貌外力作用过程依次由冰川作用→冰缘作用→流水作用→干燥作用→冲→洪积作用→湖积作用→风沙作用过渡。在山区河谷平原、平原区冲积扇、冲积平原、湖积平原等地方形成条带状、串珠状、扇形状绿洲，绿洲平面几何形状与适宜绿洲形成与发展的地貌类型空间分布基本吻合。绿洲荒漠化和荒漠绿洲化与地貌过程的关系密切。纵观区内地貌过程发展趋势可预测，区内流水、风沙和人类活动三大地貌过程将有增无减，流水侵蚀与风蚀风积作用将对绿洲产生不良作用。山区流水侵蚀过程加强导致山麓地带绿洲山洪泥石流危害加重。平原河流下游地区流水作用减弱，风蚀风积过程加剧，由绿洲→荒漠演变，而人类活动可分建设作用与破坏作用两方面，前者可稳定绿洲乃至促进荒漠绿洲化而后者则导致绿洲荒漠化。因此，改善山区、山麓地带，特别是盆地南缘与塔河中、下游等重要地区地貌过程并防止绿洲荒漠化，是保障区域可持续发展的有效途径。     

塔里木河近期水量调配基本问题探讨

在塔里木河近期水量调配中，引入生态用水观念，从生态经济社会协调和全流程生态用水均衡目标出发，运用系统均衡理论，分析了塔里木河近期水量调配的目标、思路和技术途径，提出了流程纵横向均衡目标、水量配置定额的总量和结构相结合控制、生态用水下泄定额“扣除法”与“倒推法”处理，水量配置定额在时间序列上的分解等观点和方法。     

煤层底板突水系数计算公式的探讨

根据从诸多濒临带压开采威胁的煤矿中得到大量的第一手资料,运用多元统计分析方法,揭示出了煤层底板突水这种地质现象的演化和特征的内在联系和规律,建立了矿压对煤层底板破坏深度的计算式。通过对以往煤层底板突水系数计算公式进行对比、分析、推理和总结,克服了以往计算公式的不足,继承和发展了公式的优点,得出了考虑因素较全面和较科学的突水系数计算式,从而为解决煤层底板隔水岩柱薄弱地带或断裂陷落柱薄弱地带的煤矿安全生产提供了一套行之有效的解决方法。这套公式在太原西峪煤矿和晋城矿务局(西区)得到了应用,证明是一种行之有效的方法。     

矿山工程裂隙破碎带的三维地震模式识别原理及应用效果

本文从时间域、频率域、三维空间域介绍了矿山工程裂隙破碎带主要的地震运动学、动力学属性参数,包括相对振幅、波峰相位时间、相似系数、主频带能量、三维空间时间梯度和相干系数等,提出了矿山工程裂隙破碎带三维地震属性的去噪平滑、归一化、相关分析、特征变换的处理方法以及裂隙破碎带的模式识别原理与方法,并用实例说明了该方法的应用效果。结果表明:模式识别法对于解释矿山工程的裂隙破碎带是有效的,并具有广阔的应用前景。     

仁和压容应变短临异常信息的提取及映震能力分析

自1997年以来，已经在仁和压容应变台监测范围内发生了多次中等地震。应用一元线性回归分析方法对1997年4月到2001年12月底的压容应变和井孔水位资料进行分析处理，对该台1997年4月以来的异常特征和映震能力进行了分析和探讨。     

结构设计地震作用效应影响因素及规律分析

基于现行《建筑抗震设计规范》（GB50011－2001），本文分析了现行抗震设计中影响结构设计地震作用效应的主要因素，以规则平面框架对例对新旧规范影响结构设计地震作用效应的因素进行了对比，给出了其间的重要变化和基本规律。