文物地图集的制作特点分析

本文分析了文物地图集的基本内容和制作要求,提出了一种"专家标点,分类编码,自动转贴,自动索引"的技术思路.根据这个思路,采用CorelScript开发了基于CorelDRAW的文物对象上图工具,具有效率高、一致性强、索引准确的特点.该方法还可以应用到其他图集的制作过程中去.     

底板梳状长钻孔替代穿层钻孔瓦斯抽采技术可行性

底板岩巷穿层钻孔抽采技术和本煤层定向长钻孔抽采技术是目前高瓦斯和突出矿井回采工作面最为主要的瓦斯治理措施。晋城矿区赵庄矿煤层具松软低透气性特点,主要采用岩巷穿层钻孔消突为主,本煤层顺层钻孔消突为辅的瓦斯治理方法。但底板岩巷穿层钻孔存在工程量大、施工周期长及成本高等缺点,本煤层钻孔存在钻孔抽采不均匀、钻孔覆盖密度不足等技术缺陷。为对比考察底板梳状长钻孔与底板岩巷穿层钻孔的抽采效果,在赵庄矿1307采面开展了2种瓦斯治理方法。结果表明：抽采条件和抽采范围相同条件下,5个底板梳状长钻孔的瓦斯抽采总量占到底板岩巷穿层钻孔瓦斯抽采总量的75.4%,而底板梳状长钻孔的经济投入仅占底板岩巷穿层钻孔经济投入的29.2%。由此得出,研究区梳状长钻孔替代穿层钻孔的瓦斯抽采技术是可行的。该研究为底板梳状长钻孔替代底板岩巷的技术可行性提供了实践参考,为松软低透的高瓦斯和突出矿井的瓦斯治理提供了更为经济可行的治理方案。     

R／S Analyses of Some Geochemical Indexes for Tianshuihai Lake Core in West Kunlun Mountain and Their Environmental Implications

With the decrease of gloal temperature,glacial epoch came over the earth and global climate fluctuated over a great range since the beginning of Quatenary .Paleoclimotologists of various countries have focussed attention to the periodic characteristics and dynamics of climation flucturation in the past many years(Berger,1977;Imbrie and Hays,1984:ding zhongli et al.,1990;Yu zhiwei et al.,1992:Liu Youmei et al.,1996),Although some of the workers have paid their attention to the nonlinear characteristics of the global Quaternary environmental evolution(Nicolis and Nicolis,1984,Lu Houyuan et al.,1993)_,it is worth while to do this kind of work in some special areas in the world,for example the Qinghai-Tibet Plateau.Using R/S analysis,the authors calculated the Hurst indexes H of some geochemical proxies,including organic carbon,FeO,Fe2O3 and FeO/Fe2O3,from the Tianshuihai Lake core in West Kunlun Mountain of the Qinghai-Tibet Plateau,The proxies satisfy the Hurst law with Honrg.carbon=0.735,HFe2O3=0.757,HFeO=0.848and HFeO/Fe2O3=0./646,All the indexs are greater than 0.5,meaning that from 240 to 15ka B.P.,there were some long-run dependencies-persistence in the climatic and environmental evolution around the Tianshuihai Lake area.This is in accordance with the climate there from 240 to 15ka B.P.(Yu Suhua et al.,1996),The paleo-climate and paleo-environment evolution around the Tianshuihai Lake area is of persistence as well as of fluctuation and is a combination of these two components,There are some differences between the four Hurst indexes,Which Probably resulted from the differnet intensitites of Persistence of the four proxies,organic carbon.FeO,Fe2O3 and FeO/Fe2O3,or from the change of drainage system around the Tianshuihai Lake area from opemness to closeness(Li Bingyuan et al.,1991;Sun Honglie,1996:Shi Yafeng et al.1998_).The Qinghai-Tibet plateau was the starter and sensor of the climatic and environmental variation of the surrounding areas(Yao Tandong et al.,1991;Feng Song et al., 1998) and some other scientists even regarded it as the driver and amplifier of global climatic variations (Pan Baotian and Li Jijun,1996).The persistence in which the climate and environment around the Tianshuihai Lake area evolved from 240 to 15ka B.P.is probably a function of the continuous uplift of the palteau in the same period of time.     

一种基于云GIS技术的地理信息服务新方式

云GIS技术是当前GIS应用研究的热点。本文研究了基于云GIS技术构建地理信息服务平台的新服务方式,提出了一种云GIS四层次服务体系,并探讨了各层次的服务能力,从而将传统的地理信息服务延伸到"云服务"层面;在此基础上进行了应用实证研究,并将其应用于江苏省地理信息公共服务平台建设,成功构建了"测绘·云"GIS平台,可以面向不同用户需求提供不同层级的云服务;最后,分析了这种新地理信息服务方式的重要特征。     

Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM)

In recent years, soil nailing has been widely used to stabilize excavated steep slopes. Its design is often controlled by the allowable deformation level especially when buildings and/or other underground facilities exit near the excavation. In this paper a three-dimensional (3-D) finite element model (FEM) has been developed for the deformation analysis of nailed soil structures. In this model, the soil nonlinearity, the soil–nail interaction and the staged construction are all considered. Parametric studies are carried out to investigate some influence factors on the deformation behavior. An engineering case is also analyzed and the predicted soil movements at various stages of excavation are compared with field measurements. Good agreement between the prediction and the measurements proves the reliability of the model.     

明挖地铁车站深基坑围护结构变形规律研究

随着城市地下空间的发展,地铁建设的兴起,明挖深基坑围护结构的变形直接影响着工程造价及周围建筑物的安全使用。以深圳地铁二号线东沿线的一个换乘车站-景田站深基坑为工程依托,采用现场实测和软件模拟计算的方法,研究”地下连续墙＋钢支撑”这一围护结构在深基坑施工中的变形规律,为深圳地区类似深基坑工程的围护结构优化设计和科学施工提供参考。     

明挖车站深基坑支护结构受力变形分析

人口众多、建筑物密集的城市中心修建地铁时,地铁明挖深基坑支护结构的变形直接影响到周围建筑物的安全使用。以某地铁深基坑为工程依托,监测基坑支护结构的变形和钢支撑轴力。通过工程实际计算结果、Geo-Slope数值模拟结果、原设计数据与实际监测数据的比较,研讨了各类施工因素对支护结构变形的影响及信息化施工的意义。