内昆铁路朱嗄隧道施工通风技术

对长大瓦斯隧道施工通风技术进行了全面的论述，并采取科学的技术措施，为长大瓦斯隧道施工提供了宝贵的经验。     

TB880E隧道掘进机胶带输送机曲线运行防跑偏措施

简要介绍了用于桃花铺1号隧道施工的TBM在通过隧道进口段曲线时其3号胶带输送机运行存在的问题,对此进行了相关的分析和计算,提出了解决胶带输送机曲线运行跑偏问题的措施.     

Examining the effect of speed,roadside features,and roadway geometry on crash experience along a rural corridor

This paper presents a current investigation into crash experience along a 15.7-mile rural corridor in southwest Montana with the aim of better understanding crash causal factors along the corridor. The study utilized ten years of crash data, geometric data, and observed freeflow speed data along the corridor. A systematic approach was used where every tenth of a mile was described in term of the crash experience, speed, alignment, and roadside features. Using bivariate and multivariate statistical anal-yses, the study investigated the crash experience along the corridor as well as some of the underlying relationships which could explain some of the crash causal factors. Results show a strong association between crash rates and horizontal curvatures even for flat curves that can be negotiated at speeds above the posted speed limit, per the highway design equations. Higher crash rates were also found to be associated with the difference between the observed free-flow speeds and the speed dictated by the curve radius or sight distance as per the design equations. Further, results strongly support the safety benefits of guardrails as evidenced by the lower crash rates and severities. The presence of fixed objects and the steepness of side slopes were also found to have an effect on crash rates and severities.     

圆形巷道脆岩弹塑性耦合解析解

文章针对静水压力作用下的弹-脆-塑性圆形巷道,采用弹塑性耦合模型进行了围岩应力和位移的解析研究,采用线性的Mohr-Coulomb准则和非关联流动法则推导了圆形巷道岩体应力和变形解析解;从理论上确定了峰值后区岩石的强度参数与弹性模量之间的限定性关系,分析了不同峰后弹性模量劣化程度下圆形巷道围岩应力和变形规律。研究结果表明,弹性模量的劣化不会改变围岩塑性区范围和应力分布状态,但会引起围岩变形量的剧增。     

考虑震源扰动作用的深埋隧洞开挖失稳研究

随着深部资源开挖难度的逐渐加大,加之震动作用的影响,深埋地下工程开挖安全与稳定控制成为面临的主要问题。采用数值模拟方法,对点震源和震面波扰动作用下深埋隧洞开挖稳定的影响进行数值计算,分析震源波在围岩体中的传播和衰减规律及其对地下工程开挖的稳定影响和冲击作用。研究结果表明:1)震源波主要向巷道方向传播,并不断向巷道围岩四周扩散,波动作用表现为对顶板整体向下、两边帮向内侧、底板向上;2)无支护条件下巷道围岩体受波动影响很大,应加强开挖支护强度或设置柔性吸能层以减小冲击破坏。研究结果可为深埋地下工程开挖安全和稳定控制提供依据。     

大截面矩形隧道掘进机新型后推进系统的设计与应用

为解决大截面矩形隧道掘进机因采用斜向出洞的施工工艺而易发生轴线左右偏差的问题,以上海陆家嘴中心区地下空间开发项目为背景,对掘进机斜向出洞所需采用的新型后推进系统进行控制功能与操作形式等方面的研究,创新设计了系统总体构架、控制系统、操作系统、液压系统和监控系统。主要研究结论如下:1)采用新型后推进系统可解决掘进机斜向出洞产生左右偏差的问题;2)证明了系统的控制有效可靠,便于安装与作业;3)在实践应用过程中取得了良好的实施效果,对类似工程具有推广和借鉴作用。     

企业快讯

中国工程机械工业协会成立掘进机械分会 近日,在国资委、工信部等上级主管领导的关心、指导和支持下,中国工程机械工业协会筹办的“中国工程机械工业协会掘进分会”在上海召开了成立大会,并同时举办了“中国掘进机械发展论坛”。