地下非均匀非饱和带中地下洞室的渗流问题数值模拟--介质参数的灵敏度分析

影响任何一个地下废物处置场所长期行为的一个重要因素是进入地下废物贮置洞室内的渗流量的大小，预测地下洞室中的渗流量是困难的，特别是当地下废物贮置洞室位于非均质非饱和带中，三维数值模型用于研究地下非均质中非饱和流动及流入地下洞室中的渗流量，讨论了非均质模型与均质模型的比较以及数值剖分尺度对计算结果的影响，进入洞室中的渗漏率随着引入系统中入渗量的增加而增大，选用4个参数来衡量渗流场的非均质程度：(1)介质的平均渗透率K0；(2)Van Genuchten参数α；(3)渗透率空间分布相关尺度；(4)渗透率空间分布变化的标准差σ，根据一个随机实现的渗透率分布，通过改变平均渗透率来研究其对流入洞室中渗透量的影响，对一个固定的入渗率而言，流入洞室中的渗漏率将随着Van Genuchten参数α的减小而减小，模拟结果表明流入洞室的渗漏率与介质的平均渗透率相关，即随平均渗透率的增大，流入洞室的渗漏率亦增大，流入洞室的渗漏率还高度依赖于非均质渗透率场的空间分布相关长度与标准差，一个大的相关长度或高的标准差均能导致流入洞室的渗漏率增大。     

Use of rock classification to estimate roof caving span in oblong workings

Summary Indian coal measures have widely varying caving characteristics. The maximum roof span of a longwall or depillaring panel at the time of nether roof collapse is shown to have a direct relation withRQD from a study of 12 case histories. A similar relation between maximum unsupported span of openings and rock mass quality as defined by theQ-system was also demonstrated. A simple nomogram is presented to predict the face advance required to cause roof collapse when theRQD or rock mass quality is known.     

湖南童家院锑矿床地下空洞的成因探讨

童家院锑矿床广泛发育地下空洞,影响矿山开采。本文根据矿田构造和矿化特征研究,认为本区至少经受过两期构造应力作用。成矿前,在左旋水平扭动作用下,形成NE向锡矿山复式背斜、纵向逆断层和矿化空洞,成矿后,在NE向挤压应力下,产生了NW向叠加褶皱以及正断层。同时,该应力场所控制的层间破碎带和背斜,大大影响了地下空洞的成生和分布。     

TRENDS IN LATIN AMERICANIST GEOGRAPHY IN THE UNITED STATES AND CANADA

The question of what lies ahead is of particular concern for Latin Americanists. The last decade has witnessed a serious erosion of both the popularity of their specialty, and an equally troublesome reduction in employment opportunities. This paper uses Association of American Geographers (AAG) data bases to document the age-gender structure of contemporary Latin Americanist geographers, and projects likely compositional changes through the end of the century.     

Modelling dynamic deformation in natural rock slopes and underground openings with DDA: review of recent results

We present validations and applications of the numerical Discontinuous Deformation Analysis method (DDA) for different cases of dynamic loading in the context of rock mass deformation. Following a review of 2D and 3D-DDA validations against analytical solutions for single and double face sliding, we present dynamic DDA applications in natural rock slopes and underground openings. Modelling dynamic rock slope deformation is demonstrated using the case of Masada rock slopes, with some new findings on the dynamic deformation of overhanging cliffs in general. Modelling underground deformation is demonstrated using the case of an active open pit mine in Israel developed in a rock mass containing multiple karstic caverns. The DDA method is shown here to be a powerful numerical tool for modelling dynamic rock mass deformation when the interaction between multiple discrete elements dictates the expected global deformation.     

地下开挖可视化决策的关键技术研究

地下工程开挖导致地层沉陷,这种地质环境效应对该范围内的建（构）筑物、管线、道路、桥梁、水体、农用设施等都可能构成不同程度的损害。为了确保地下工程开挖对地面环境损害最小,提出了利用GIS技术进行地下工程开挖决策设计的思路,并探讨了其可行性与必要性,研究了实现地下工程开挖可视化决策系统的数据处理以及实现可视化的关键技术,建立了数据库E-R模型。     

管壁开孔足尺钢管混凝土柱抗震性能试验研究

针对钢筋混凝土梁与钢管混凝土柱的穿筋连接形式,研究了钢管开穿筋小孔及加固对钢管混凝土柱抗震性能的影响。对于未开孔、开孔和开孔并加固三种情况,进行了3个直径为610 mm的足尺钢管混凝土柱试件的低周反复荷载试验。试验结果表明:未开孔试件在距根部100 mm处发生钢管屈曲破坏;开孔试件的破坏主要是开孔处屈曲撕裂,开孔对钢管混凝土柱初期刚度和峰值承载力影响不大,但在峰值承载力后受孔边撕裂破坏影响,开孔试件的刚度和强度退化较快、延性和耗能能力降低;开孔并加固试件的破坏位置上移至加固段上部约90 mm处,与未开孔试件表现出相似的抗震性能。     

Comparison of methods for quantifying surface sublimation over seasonally snow‐covered terrain

Snow sublimation can be an important component of the snow‐cover mass balance, and there is considerable interest in quantifying the role of this process within the water and energy balance of snow‐covered regions. In recent years, robust eddy covariance (EC) instrumentation has been used to quantify snow sublimation over snow‐covered surfaces in complex mountainous terrain. However, EC can be challenging for monitoring turbulent fluxes in snow‐covered environments because of intensive data, power, and fetch requirements, and alternative methods of estimating snow sublimation are often relied upon. To evaluate the relative merits of methods for quantifying surface sublimation, fluxes calculated by the EC, Bowen ratio–energy balance (BR), bulk aerodynamic flux (BF), and aerodynamic profile (AP) methods and their associated uncertainty were compared at two forested openings in the Colorado Rocky Mountains. Biases between methods are evaluated over a range of environmental conditions, and limitations of each method are discussed. Mean surface sublimation rates from both sites ranged from 0.33 to 0.36 mm day^?1, 0.14 to 0.37 mm day^?1, 0.10 to 0.17 mm day^?1, and 0.03 to 0.10 mm day^?1 for the EC, BR, BF and AP methods, respectively. The EC and/or BF methods are concluded to be superior for estimating surface sublimation in snow‐covered forested openings. The surface sublimation rates quantified in this study are generally smaller in magnitude compared with previously published studies in this region and help to refine sublimation estimates for forested openings in the Colorado Rocky Mountains. Copyright © 2016 John Wiley & Sons, Ltd.     

基于Levy-Mises本构关系及D-P屈服准则的轴对称圆巷理想弹塑性解

如何判断巷道开挖后在无支护反力条件下的围岩弹塑性变形及围岩应力重新分布的力学行为一直是人们研究的重点问题。卡斯特纳方程(Kastner equation)的求解存在以下不足和缺陷：(1) 对支护反力的力学处理存在缺陷,不具有工程实际意义;(2) 塑性区应力求解,没有使用到假设的理想弹塑性材料的塑性本构关系;(3) 塑性区应力求解,没有考虑沿巷道轴向方向的应力的影响。基于增量型本构关系即Levy-Mises关系及D-P屈服准则,对轴对称圆巷进行了理想弹塑性条件的求解。公式计算结果与卡斯特纳方程计算结果和数值模拟计算结果分别进行了对比分析。由于该求解弥补了卡斯特纳方程求解中忽略的3个问题,因此,其结果更具有理论意义和实践价值。