淄博市西宝山耐火黏土矿地质特征及找矿方向

西宝山耐火黏土矿为沉积型矿床,目前揭露1个耐火黏土矿矿层,赋存于石盒子群万山组底部“B”层黏土岩的下部,厚度较稳定,勘查开发潜力较大。通过对其地质特征、矿层特征、矿石结构构造及矿床成因分析,提出了找矿方向。认为该耐火黏土矿受沉积地层控制,呈层状分布,分布较稳定。依据该区地层产出情况,在青龙山断裂与禹王山断裂之间及两侧均具有良好的找矿前景,这为下一步找矿工作奠定了基础。     

Stability analysis of tunnels driven in jointed rocks by means of a homogenized limit analysis approach

Conceived as a potential alternative to the classical design methods employed for analyzing the stability of underground structures driven in jointed rocks, the homogenization approach stems from the heuristic idea that, from a macroscopic point of view, a rock mass cut by a network of joints may be perceived as a homogenized continuum. The strength properties of the latter can be theoretically obtained from the failure conditions of its individual constituents: rock matrix and joint interfaces. At the material level, the limit analysis reasoning is used in the context of homogenization to formulate the homogenized strength criterion of a jointed rock mass in the particular situation of a single set of parallel joints. As it could be expected, the obtained closed‐form expressions show the strength anisotropy induced by joint preferential orientation. The support functions (π functions) associated with the homogenized strength criterion are also determined in both plane strain and three‐dimensional cases. This criterion is then applied to the investigation of stability analysis of a tunnel excavated in a jointed rock mass. Upper bounds estimated of the stability factor are derived from the implementation of the kinematic approach directly on the homogenized underground structure. Finally, the approach is applied to analyze and discuss the collapse of the Pinheiros subway station (São Paulo, Brazil). Copyright © 2014 John Wiley & Sons, Ltd.     

A new numerical approach to the hyperstatic reaction method for segmental tunnel linings

This paper proposes a numerical approach to the hyperstatic reaction method (HRM) for the analysis of segmental tunnel linings. The influence of segmental joints has been considered directly using a fixity ratio that is determined on the basis of the rotational stiffness. The parameters necessary for the calculation are presented. A specific implementation has been developed using a FEM framework. This code is able to consider the three‐dimensional (3D) effect of segment joints in successive rings on the tunnel lining behaviour. The present HRM allows one to take an arbitrary distribution of segment joints along the tunnel boundary into consideration. In addition, the rotational stiffness of segment joints has been simulated using nonlinear behaviour, as it is closer to the true behaviour of a joint than linear or bilinear behaviour. The numerical results of three hypotheses on ring interaction, which allow the 3D effect of a segmental tunnel lining to be taken into account, have been compared with data obtained from the shield‐driven tunnel of the Bologna–Florence high‐speed railway line project. The numerical results presented in the paper show that the proposed HRM can be used to effectively estimate the behaviour of a segmental tunnel lining. Copyright © 2014 John Wiley & Sons, Ltd.     

基于CityEngine的三维城市规划设计与研究

城市规划领域越来越需要三维建模技术的支持。CityEngine作为一种新型的三维建模软件,不仅可以批量生成规划模型,还可以用来辅助三维城市规划设计。本文基于CityEngine规则建模方法,实现了规划方案对比、建筑体量调整、规划指标计算等功能,通过对某小区进行实际建模验证,证明了CityEngine可以为城市规划者们提供新的思路,为城市设计和城市管理提供决策支持。     

兰州市城市治安时空特征分析

治安问题防治是保障城市社会安全与稳定的重要环节。本文以兰州市主城区2014年警情数据为数据来源,选择发案率高且具有代表性的盗窃、两抢(抢劫类和抢夺类)、扒窃及诈骗4类案件为研究对象,运用空间面模式和空间点模式的GIS分析方法,分析了兰州市公共安全空间结构。结果表明:1)研究时段内,案发率呈季节性变化,夏秋季节案发率比较稳定,而冬春季节案发率变化幅度较大。2)4类案件总体在街道上表现为空间聚集分布。从区际尺度来看,城关区治安形势最为严峻;从街道尺度来看,张掖路、火车站等是案发"热点"区域;从案发点分布来看,西关十字、火车站等地属于犯罪"热点"。针对上述情况,宜加强热点附近的警力部署,加大巡逻力度,保障城市公共安全。     

基于Skyline的扬州市三维可视化系统的设计与应用

随着城市化进程的进一步加快,政府对城市统筹规划技术的要求日益增高。现代城市的规划设计更加需要科学的系统进行辅助决策。本文以扬州市三维可视化系统的成功建设,介绍了三维数字城市系统建设中的Skyline结合3Dmax快速建模技术,论述了Skyline三维平台建设虚拟城市的方法和策略,并利用其提供的应用程序接口进行了二次功能开发,一定程度上为数字城市规划建设提供技术支持与参考。     

秩亏自由网平差在地铁隧道保护区中的应用

地铁隧道保护区沉降监测网中包含多个基准点,依据不同基准点平差所得结果也不相同。本文引入秩亏自由网平差方法,将所有基准点视为待定参数进行平差,并通过工程实例,验证此方法在地铁隧道保护区沉降观测中有一定的适用性。     

浅析运营期间电力隧道自动化监测技术

针对城市电力隧道结构、走向多变、电缆设施多、电磁干扰大等因素,常规的监测方法难以顺利完成的现状,对目前先进的3种隧道结构自动化监测系统进行深入的研究比较,光纤传感自动技术解决了电力隧道结构监测点布设困难,数据受电磁干扰大的问题,能实时有效、可靠、高精度地监控电力隧道,及时掌握隧道的应力、应变及振动等主要结构参数,确保隧道结构安全。研究对类似的城市电力隧道自动化监测具有一定的参考意义。     

智慧城市时空信息云平台建设研究

以完善的云环境建设为支撑,以构建标准安全的防护体系为保障,以时空信息云平台建设为基础,以智慧应用建设为重点,促成跨域、跨部门、跨层级的数据融合,提高城市综合智能化水平,使城市运转更加高效、敏捷、低碳与和谐。     

基于航测的三维建模方法研究

随着“数字城市”项目在各大城市如火如荼地发展,城市景观重建是数字城市发展的首要步骤和重要内容。本文结合实际生产项目,对基于航测的三维建模方法进行研究。航测法三维建模通过立体采集建筑物平面几何高程数据,并结合测区DEM成果、影像数据等,使用Dibud软件自动生成三维模型,然后,使用3DMAX软件参考外业采集照片精细修模,给模型贴图等。