排序方式: 共有101条查询结果,搜索用时 125 毫秒
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文章结合目前广西高速公路建设向山区挺进和全面推进标准化管理的新形势,分析了山区高速公路建设的特点和难点,提出了新形势下山区高速公路建设管理的发展方向与具体思路,为广西山区高速公路建设管理提供参考。 相似文献
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文章结合河池至都安高速公路工程实例,介绍了该项目典型示范工程在"人本化、专业化、标准化、信息化、精细化"的原则要求下,实施过程控制的相关措施,为山区高速公路典型示范工程建设提供参考。 相似文献
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以山西省临离高速公路隧道洞门景观工程为例,对吕梁地区公路隧道洞门景观的营造进行分析,针对临离高速公路隧道多的情况,采取统一风格、优化端墙造型、合理选择饰面材质、提炼点缀文化等措施,营造出既便于实施,又特色鲜明的隧道洞门景观,总结出以表现人文景观为主的吕梁地区隧道洞门景观营造要素。 相似文献
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乌鞘岭特长隧道F7断层围岩大变形段二次衬砌安全度分析 总被引:2,自引:0,他引:2
乌鞘岭特长隧道11#斜井处正洞在穿越F7断层时,由于隧道埋深大,断层岩体破碎,岩体完整性差,围岩自稳能力弱,受挤压影响等,开挖后围岩变形长时间不收敛,50d后的变形仍有2—4mm/d,累计最大变形量已超过60cm,部分地段严重侵限,不能满足《铁路隧道设计规范》关于二次衬砌施做的规定。如果二次衬砌及时施做,在软岩大变形条件下其安全度问题值得进一步探讨。本文通过现场量测和监测手段,并结合理论计算与分析,对已施工完毕的二次衬砌段的结构安全度进行了探讨,结果认为,目前乌鞘岭隧道F7断层二次衬砌结构的设计参数是可行和安全的,满足《规范》所规定的在软弱围岩地段的要求,建议及时施做二次衬砌。 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(12):845-865
A bond graph model of a mountain bike and rider is created to develop baseline predictions for the performance of mountain bikes during large excursion maneuvers such as drops, jumps, crashes and rough terrain riding. The model assumes planar dynamics, a hard-tail (front suspension only) bicycle and a rider fixed to the bicycle. An algorithm is developed to allow tracking of a virtual tire-ground contact point for events that separate the wheels from the ground. This model would be most applicable to novice mountain bikers who maintain a nearly rigid relationship between their body and the bicycle as opposed to experienced riders who are versed in controlling the bicycle independent of the body. Simulations of a steep drop are performed for various initial conditions to qualitatively validate the predictions of the model. Results from this model are to be compared to experimental data and more complex models in later research, particularly models including a separate rider. The overarching goals of the research are to examine and understand the dynamics and control of interactions between a cyclist and mountain bike. Specific goals are to understand the improvement in performance afforded by an experienced rider, to hypothesize human control algorithms that allow riders to perform manoeuvres well and safely, to predict structural bike and body forces from these maneuvers and to quantify performance differences between hard-tail and full suspension bicycles. 相似文献
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以乌鞘岭公路隧道破碎岩体段为研究对象,基于随机有限元的结构可靠性理论,统计计算试验所得各个随机变量的数字特征及分布类型;建立极限状态方程后,对乌鞘岭隧道破碎岩体段建立随机有限元模型进行结构可靠性计算.结果表明:随机变量直方图拟合曲线均比较光滑,而且抽样数据各个子序列均有数据且无间隙,表明所进行的随机抽样样本量充分;在此基础上,计算此段隧道的初期支护和二次衬砌各个最大应力及锚杆最大轴力的直方图和概率分布曲线,得到的可靠度及失效概率结果说明初期支护和锚杆最大轴力可靠性偏小,而二次衬砌的可靠性较大,本段隧道整体处于安全状态;隧道结构可靠性灵敏度分析得到:不同随机变量对隧道结构不同应力有着不同影响程度,且喷射混凝土厚度对隧道结构内力影响最为显著. 相似文献