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黔中大山哨隧洞结构应力有限元分析研究 被引量:1

Finite Element Analysis of Structural Stress of Dashanshao Tunnel in Central Guizhou
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摘要 利用有限元计算软件,分析研究隧洞在不同围岩类型、不同外水压力作用及不同结构形式下的隧洞结构应力,为设计最终选择合适的断面形式提供技术支撑,可为类似工程提供借鉴。 Dashanshao tunnel in central Guizhou is the first hydraulic structure at the head of Guisong main canal.The tunnel has the characteristics of strong karst development,complex hydrogeological conditions,high water head outside the tunnel and large water inflow.In this paper,the finite element calculation software is used to analyze and study the tunnel structural stress under different surrounding rock types,without the action of external water pressure and different structural forms,so as to provide technical support for the final selection of appropriate section form in the design,in order to provide reference for similar projects.
作者 马富强 李茜希 雷盼 MA Fuqiang;LI Qianxi;LEI Pan(Guizhou Water Resources and Hydropower Survey,Design and Research Institute Co.,Ltd.,Guiyang 550002,China)
出处 《广东水利水电》 2022年第10期48-51,68,共5页 Guangdong Water Resources and Hydropower
关键词 输水隧洞 围岩类型 结构形式 混凝土贴角 应力分析 water conveyance tunnel type of surrounding rock structural form concrete angle stress analysis
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