专题制图决策支持系统的设计

专题制图中有很多决策问题,如何建立一个专题制图决策支持系统是本文要讨论的问题。本文对下面的问题进行了讨论和介绍;专题制图决策支持系统的总体设计、子系统间的信息交换、地图表达手段、数据处理方法等。     

Roof bolting in underground mining: a state-of-the-art review

Conclusions With continuing investigations and developments, roof bolting today can in most cases successfully reinforce the mine roof in underground mining. In order to cope with the increasing use of roof bolts, efforts should be made to maximize the safety and minimize the cost. With regard to mechanical bolting, two important parameters need more advanced improvements and study, namely, optimum design of the shape and type of expansion shell and optimum bolt tension for a specific bolt pattern. For the fully grouted resin bolt, the most critical requirement is to develop a fast-setting, low-cost, intoxic, inflammable grouting material that can be used in the high speed mining cycle. It should be noted that geological conditions such as the strata type, rock properties,in situ stress, and planes of weakness play an important role in the successful application of any roof bolting system. These factors should be specified as accurately and quantitatively as possible in the design of any roof bolting system. Finally, proper and careful installation and continuous monitoring are imperative for the success of any roof bolting system.     

顾及起始数据误差影响时单位权中误差的估值

本文推导了在附有条件的间接平差和附有未知数的条件平差两种方法中,顾及起始数据误差影响时,计算单位权中误差估值(?)的公式,并以两个实例说明,平差时应该考虑起始数据误差对(?)的影响。     

北祁连早古生代大地构造演化

早古生代北祁连是一个陆间微洋盆。震旦纪时,北祁连开始从华北板块中解体出来。主要裂谷作用发生于寒武世。北祁连地槽主要闭合期为晚奥陶世和早、中志留世。晚志留世和早泥盆世经历了复杂的消减作用。     

浅埋软弱地层隧道旋喷预衬砌支护技术的研究

论述了浅埋软弱地层隧道旋喷预衬砌支护的研究背景及国内外研究现状、室内试验、旋喷器具、施工工艺及应用情况,并与其它施工方法进行了对比,效益显著。     

Non‐linear system identification of the versatile‐typed structures by a novel signal processing technique

Non‐linear structural identification problems have raised considerable research efforts since decades, in which the Bouc–Wen model is generally utilized to simulate non‐linear structural constitutive characteristic. Support vector regression (SVR), a promising data processing method, is studied for versatile‐typed structural identification. First, a model selection strategy is utilized to determine the unknown power parameter of the Bouc–Wen model. Meanwhile, optimum SVR parameters are selected automatically, instead of tuning manually. Consequently, the non‐linear structural equation is rewritten in linear form, and is solved by the SVR technique. A five‐floor versatile‐type structure is studied to show the effectiveness of the proposed method, in which both power parameter known and unknown cases are investigated. Copyright © 2007 John Wiley & Sons, Ltd.     

3S技术在黑龙江省防汛指挥系统中的应用

文章简要介绍了黑龙江省防汛指挥系统建设的目标 ,论述了 3S技术是该系统应用的关键技术 ,以及展现了 3S技术在该系统应用的发展趋势。     

一维积云模式初始参数优化的研究

福建省人工增雨指挥系统在预报积云降水和评估增雨效果中曾采用一维时变积云模式。关于该模式初始场的确定 ,考虑到不同天气类型对模式初始参数的影响 ,并采用了以确定敏感参数为主 ,综合考虑其他影响参数为辅的方法。经分类调试 ,证明了一维模式初始场确实与天气类型有关 ,并得到旱期降水预报率大于 75%和可预报积云云顶高度的结果。通过对模拟云和实测云高度的线性回归分析 ,以及经拟合敏感参数初始扰动温度与平均地面最高气温 ,均存在较好的相关。     

土钉与护坡桩综合结构在软土基坑支护中的应用

本文介绍了在软土地层中土钉护坡桩综合支护体系的设计与施工，实践证明，在软土深基坑支护设计中，应用综合支护体系，可以发挥各种支护体系的优点，弥补各种支护体系的不足，从而节省工程造价，缩短工期。