冷冲模CAD系统中的工程数据库系统

为了解决工程CAD系统中数据处理效率低及方便工程CAD软件的开发维护，介绍了基于Windows平台开发的冷冲模CAD系统的面向对象工程数据库系统，讨论了工程数据库系统的数据模型、逻辑设计、系统的体系结构和功能实现。     

基于空间语义的地质剖面自动连接算法

地质条件的复杂性决定了地质剖面图完全自动连接的准确性较低。提出一种基于空间语义关系的空区域搜索算法,通过人机交互方式将专家知识应用于剖面连接过程,实现了融合人工编辑的剖面自动化连接方法。该算法通过读入交互结果获得专家知识,在此基础上对剖面地层进行自动化连接。通过语义分解的策略,可以针对实际情况任意组合需要的连接命令。     

复膜沙袋阻沙体与芦苇高立式方格沙障防沙机理风洞模拟实验

模型按1:10比例尺设计,在u_∞=7.0 m·s^-1、u_∞=10.0 m·s^-1和u_∞=15.0 m·s^-1实验风速下,先在纯气流作用下测定流场结构,然后在风沙流作用下测定蚀积状况。实验结果表明:紧密型、疏透型和通风型3种不同结构的复膜沙袋阻沙体前近处分布有拐角阻滞绕流区、阻沙体顶下方抬升加速区、阻沙体后回流区、阻沙体后贴地层低速回流区等流场特征结构,紧密型、疏透型两种类型复膜沙袋阻沙体防风阻沙效果显著;2.5 m×2.5 m、5 m×5 m和10 m×10 m的高立式芦苇方格前沿流速逐渐增大,最大值出现于迎风第一格上空,而后逐渐阻滞减速,至15~20 m处趋于稳定,区内积沙均匀。复膜沙袋阻沙体与原状芦苇高立式方格沙障适宜于流动性沙漠地区各种设施的沙害防治工程。     

干热退化山地不同类型侵蚀沟生物生态工程治理试验研究

冲沟是生态环境治理和控制泥石流活动的关键地段。结合云南南涧县城后山泥石流生物生态工程治理试验示范研究,总结出由土石混砌与土木筑造结构的生物谷坊,浆筑结构拦坝和谷坊等组成的沟道侵蚀治理方法,并成功地进行了相应的生物坝系建设,筛选出大叶桉,赤桉,马鹿花,台湾相思,马占相思,新叶合欢,夹竹桃等一批适宜干热生境和沟道植被恢复及防护林建设的植物种类,同时采取冲沟与谷坡同时整治,生物治理与调蓄水措施相结合的坡面治理方法。结果表明,这些生物生态工程措施对于防止沟床侵蚀,抑制泥石流活动和护床固坡效果显著。     

徐州矿区土地利用变化遥感监测及塌陷地复垦利用研究

基于1987、1994和2000年三期TM遥感图像,将徐州矿区土地利用类型划分为建成区、耕地、林地、水体、塌陷地和其他土地等6类,编制了3个不同时段的土地利用结构变化图;提取并分析了土地利用结构转移变化的矩阵信息和土地利用结构的动态变化.研究表明:采煤塌陷土地面积在不断扩大,年均增加率为6.33%,塌陷地复垦速度仍赶不上塌陷速度.着眼于技术、规划、资金和管理等方面的综合视角,探明塌陷土地复垦的工程技术措施和对策,对于进一步加大土地复垦力度,促进矿区土地资源可持续利用,具有重要的现实意义和价值.     

基于改进BP网络算法的隧洞围岩分类

围岩分类对指导地下工程的设计和施工具有非常重要的意义.引入人工神经网络的方法, 进行隧洞围岩分类, 在传统BP算法的基础上, 通过改进学习算法、优化传递函数和网络结构进行神经网络方法优化.采用附加动量法和学习速率自适应调整的策略改进学习算法, 使得当误差大于上临界值时, 则降低学习率, 当误差小于下临界值时, 则适当提高学习率, 这样可加快网络的训练速度, 确保网络的稳定性; 通过引入调整学习率参数, 使得传递过程更加敏感, 加快了传递函数的收敛速度, 提高了训练函数的计算精度; 通过给定隐含层节点模型的取值范围, 对网络结构进行优化, 提高了泛化精度.将改进的BP网络模型应用于广东省东深供水改造工程的隧洞围岩分类中, 分类结果与根据《水工隧洞设计规范(SL279-2002) 》的分类结果完全一致, 表明该方法具有良好的工程实用性.      

川藏铁路雅安至林芝段重大工程水文地质问题

川藏铁路位于大陆碰撞造山带,特殊的地质构造背景下,铁路沿线水文地质条件极为复杂,严重制约着川藏铁路规划建设和安全运营。为降低川藏铁路沿线重大工程水文地质灾害风险,从工程水文地质角度出发,结合基础地质和工程地质研究成果,阐述了川藏铁路雅安至林芝段重大工程水文地质问题,并提出下一步研究建议。研究结果表明：川藏铁路雅安至林芝段可能遭遇隧道高水压及涌突水问题、隧道高温热害问题、隧道排水影响生态环境3个重大工程水文地质问题;沿线发育多条区域性断裂带,控制着地层展布、水热活动和成矿带分布以及地下水循环演化,导致穿越断裂带的深埋长大隧道高压涌突水、高温热害及高矿化水等问题较为突出。沿线重大工程水文地质问题下一步研究工作主要为：开展高精度、多尺度的水文地质调查,把握重大问题的发育规律和致灾机制,构建精细的预测评价体系和主、被动相结合的灾害防控体系。     

Archean (about 2500 Ma) anatexis in eastern North China Block

Two Neoarchean alkaline feldspar-rich granites sourced from partially melted granulite-facies granodioritic orthogneiss have been here recognised in the eastern part of the North China Block (NCB). These poorly foliated granites have previously been assumed to be Mesozoic in age and never dated, and so their significance has not been recognised until now. The first granite (AG1) is a porphyritic syenogranite with megacrystic K-feldspar, and the second (AG2) is a quartz syenite with perthitic megacryst. Zircons from the granites yield LA-ICP-MS U-Pb ages of 2499 ± 10 Ma (AG1), and 2492 ± 28 Ma (AG2), which are slightly younger than the granodioritic orthogneiss that they intrude with a crystallisation U-Pb age of 2537 ± 34 Ma. The younger granites have higher assays for SiO₂ (71.91% for AG1 and 73.22% for AG2) and K₂O (7.52% for AG1 and 8.37% for AG2), and much lower assays for their other major element than the granodioritic orthogneiss. All of the granodioritic orthogneiss and granite samples have similar trace element patterns, with depletion in Th, U, Nb, and Ti and enrichment in Rb, Ba, K, La, Ce, and P. This indicates that the granites are derived from the orthogneiss as partial melts. Although they exhibit a similar REE pattern, the granites have much lower total REE contents (30.97×10⁻⁶ for AG1, and 25.93×10⁻⁶ for AG2), but pronounced positive Eu anomalies (Eu/Eu* = 8.57 for AG1 and 27.04 for AG2). The granodioritic orthogneiss has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.70144, εNd(t) value of 3.5, and εHf(t) values ranging from −3.2 to +2.9. The orthogneiss is a product of fractional crystallisation from a dioritic magma, which was derived from a mantle source contaminated by melts derived from a felsic slab. By contrast, the AG1 sample has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.6926 that is considered too low in value, εNd(t) value of 0.3, and εHf(t) values between +0.57 and +3.82; whereas the AG2 sample has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.70152, εNd(t) value of 1.3, and εHf(t) values between +0.5 and +14.08. These assays indicate that a Sr-Nd-Hf isotopic disequilibrium exists between the granite and granodioritic orthogneiss. The elevated εHf(t) values of the granites can be explained by the involvement of Hf-bearing minerals, such as orthopyroxene, amphibole, and biotite, in anatectic reactions in the granodioritic orthogneiss. Based on the transitional relationship between the granites and granodioritic orthogneiss and the geochemical characteristics mentioned above, it is concluded that the granites are the product of rapid partial-melting of the granodioritic orthogneiss after granulite-facies metamorphism, and their crystallisation age of about 2500 Ma provides the minimum age of the metamorphism. This about 2500 Ma tectonic-metamorphic event in NCB is similar to the other cratons in India, Antarctica, northern and southern Australia, indicating a possible connection between these cratons during the Neoarchean.     

The Swedish Geotechnical Society’s methodology for risk management: a tool for engineers in their everyday work

The Swedish Geotechnical Society has adopted a general methodology for risk management in geotechnical engineering projects to reduce the costs related to negative outcomes of geotechnical risks. This technical note highlights the main features of the methodology and strives to inspire the international geotechnical community to apply sensible risk management methods. In the authors’ opinion, a successful geotechnical risk management needs to be structured, be tailored to the project, and permeate the engineers’ everyday work. Then, sufficient quality can be achieved in the project with larger probability.     

深部切顶沿空成巷关键参数研究及工程应用

传统充填沿空留巷工艺繁琐﹑留巷速度慢,与现代化高强度开采要求不相适应,由此提出了切顶沿空成巷无煤柱开采新技术,其中关键参数设计是该技术的核心问题之一,对留巷的稳定性具有较大影响。以城郊煤矿21304工作面为研究背景,采用理论分析、数值模拟和现场试验等方法,对切顶沿空成巷关键参数进行了系统研究。基于岩石碎胀自承特性和围岩结构“S-R”稳定原理,推导出切顶高度﹑切顶角度的理论计算公式;建立了聚能爆破力学模型,并结合数值模拟和现场试验,确定了聚能爆破装药量及钻孔间距。研究结果表明：合理的切顶参数能够切断巷道顶板与采空区岩层间的力学关系,使采空区顶板沿切缝顺利垮落,碎胀的矸石可有效支撑上覆顶板,限制其回转下沉,减弱覆岩运动对留巷的扰动作用,沿空巷道围岩变形量明显减小。根据理论计算﹑数值分析和现场试验研究成果,确定了城郊煤矿21304工作面切顶沿空成巷关键参数,并在现场进行了应用,回采后沿空巷道侧向顶板能够迅速切落形成巷帮,留巷稳定后各项指标均能满足现场使用要求。