一类全局最优化问题的动态隧道方法     

李博  曹圣山 《中国海洋大学学报(自然科学版)》2003,33(1):160-164

研究了连续变量函数的全局最优化问题 ,给出了动态隧道方法。该动态隧道方法由局部搜索和动态隧道 2个阶段构成。在局部搜索阶段用了动态系统方法。对全局最优化问题的实例进行了数值实验 ,数值结果表明了该方法的稳健性和有效性。  相似文献   

下一代互联网协议（IPv6）的概念及原理   总被引：2，自引：0，他引：2  

吴伟民 《国土资源信息化》2008,(6):42-45

IPv6是下一代互联网采用的核心协议。本文介绍了IPv6技术发展背景、新特性、地址空间、地址格式、地址表示方法、地址类型、地址范围、IPv4到IPv6的过渡技术,以及在国土资源部的具体应用。  相似文献   

Real Time Analysis and Forecasting of Strata Caving Behaviour during Longwall Operations     

S. Tadisetty  K. Matsui  H. Shimada  R. N. Gupta 《Rock Mechanics and Rock Engineering》2006,39(4):383-393

Summary. Discontinuous manual observations and irregular caving characteristics of roof rocks often lead to improper decisions resulting in accidents and production loss. Hence, systematic monitoring of the hanging roof behind the chock shields is necessary for safe and productive mining operations. A real-time application was successfully implemented in an Indian mine for forecasting of hanging roof behaviour to enhance safety and productivity. This paper reports the functioning of real-time TWAP (time weighted average pressure) analysis in the forecasting of hanging roof behaviour in real time.  相似文献   

辉锑锡铅矿表面的STM研究          下载免费PDF全文

赵小平  施倪承 《岩石矿物学杂志》1997,(3)

本文利用扫描隧道显微镜（ＳＴＭ）对辉锑锡铅矿｛１００｝解理面的表面结构特征进行了研究，得到了清晰的原子级分辨率图像，并观察到辉锑锡铅矿结构中因两种基本构造层不匹配而导致的调制波结构及超结构长周期现象。同时还观测研究了辉锑锡铅矿的表面微形貌特征。  相似文献   

人工土层冻结法加固在盾构出洞施工中的应用   总被引：10，自引：0，他引：10  

秦爱芳  李永和 《岩土力学》2004,25(Z2):449-452

软土地区盾构出洞施工中洞口土体易失稳、渗水,上海明珠线二期工程浦东大道站至张扬路站区间,隧道在盾构出洞施工中,为确保地面建筑及地下管线的安全及正常使用,首次采用了人工土层冻结加固,取得了良好的效果;本文介绍了该工程出洞口土体加固的方案选择、关键技术处理及实际取得的效果,并探讨了人工土层冻结加固在含水松软土层的地下工程中的应用前景.  相似文献   

探矿工程(岩土钻掘工程)技术与可持续发展          下载免费PDF全文

张金昌 《探矿工程》2004,31(2):1-5

可持续发展是我们时代的主题，已被世界各国人民作为发展本国经济所追求的理想方式。作为国民经济建设先行官的地质工作组成部分的探矿工程(岩土钻掘工程)技术与可持续发展有密不可分的关系。针对我们所处的时代特征及人类生存发展的时代主题，面对国民经济建设新形势，简要阐述了探矿工程(岩土钻掘工程)技术与可持续发展的关系以及技术本身发展的有关问题。  相似文献   

岩土钻掘设备的液压步履机构          下载免费PDF全文

王世玉  薛军 《探矿工程》2005,32(6):41-43

因液压步履移位最方便，辅助时间短，换向灵活，移位对孔准确，大型岩土钻掘设备施工的群孔现场实现近距离的自行迁移多采用液压步履机构。详细叙述了双向移动和单向移动加转向步履机构的结构和特点。  相似文献   

Improving performances of ITO/GaP contact on AlGaInP light-emitting diodes     

李春伟  朱彦旭  沈光地  张勇辉  秦园  高伟  蒋文静  邹德恕 《海洋学报(英文版)》2010,29(9)

In this paper AlGaInP light emitting diodes with different types of electrodes: Au/Zn/Au-ITO Au/Ti-ITO Au/Ge/Ni-ITO and Au-ITO are fabricated. The photoelectricity properties of those LEDs are studied. The results show that the Au/Zn/Au electrode greatly improves the performance of LEDs compared with the other electrodes. Because the Au/Zn/Au electrode not only forms a good Ohmic contact with indium tin oxide (ITO), but also reduces the specific contact resistances between ITO and GaP, which are 1.273×10^-6 Ω · cm² and 1.743×10^-3 Ω ·cm² between Au/Zn/Au-ITO and ITO-GaP respectively. Furthermore, the textured Zn/Au-ITO/Zn electrode is designed to improve the performances of LEDs, reduce the forward-voltage of the LED from 1.93 to 1.88 V, and increase the luminous intensity of the LEDs from 126 to 134 mcd when driven at 20 mA.  相似文献   

A Combined Three-Dimensional Geological-Geostatistical-Numerical Model of Underground Excavations in Rock   总被引：1，自引：1，他引：1  

M. Stavropoulou  G. Exadaktylos  G. Saratsis 《Rock Mechanics and Rock Engineering》2007,40(3):213-243

Summary. This paper exploits geological and borehole geotechnical data obtained in the exploratory phase of a tunneling project to investigate in a first place if the kriging interpolation scheme may effectively reproduce the spatial variability of rock mass quality (Rock Mass Rating, RMR) in the vicinity of tunnels. For this purpose a quick solver in Fortran has been developed that performs variography analysis of 3D spatial data, fast kriging estimations of RMR between borehole sampling locations at the centroids of the elements of the numerical model, and model validation. For the purpose of an integrated underground excavation design, a step further is made by incorporating into the 3D mechanical numerical model of the rock mass, the three-dimensional (3D) solid geological model, thus coupling the geology with the ground (geotechnical) model (i.e. each element of the numerical model is assigned a geological material). The mechanical properties of each finite difference cell (or Representative Elementary Volume) of the ground model were then prescribed according to its geological type, the spatial heterogeneity of the rock mass expressed quantitatively with the kriging model, and the upscaling calculations of the mechanical properties of the intact rocks determined in the laboratory, based on the size-effect (strength dependence on size) and Damage Theory. Furthermore, a preliminary numerical simulation of the advance of unsupported tunnels in the model of the heterogeneous rock mass was performed for illustration purposes.  相似文献   

隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例   总被引：1，自引：0，他引：1  

许宝田  阎长虹  李小昭 《水文地质工程地质》2002,29(2):45-48

本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。实践证明该方法是有效的。  相似文献