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南水北调中线工程西甘池试验洞收敛变形反分析

Back analysis on convergent deformation of Xiganchi trial tunnel for mid-route of South-to-North Water Transfer Project

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【作者】 郭铁柱李琦宫晓明

【Author】 GUO Tie-zhu1,LI Qi2,GONG Xiao-ming1(1.Beijing Institute of Water,Beijing 100048,China;2.Kunming Hydroelectric Investigation,Design and Research Institute,CHECC,Kunming 650033,Yunnan,China)

【机构】 北京市水利规划设计研究院中国水电顾问集团昆明勘测设计研究院科学研究所

【摘要】 利用南水北调中线西甘池试验洞变形量测数据,采用三维有限差分程序FLAC3D进行反分析计算,所得围岩地质力学参数和现场原位试验结果基本一致,使用的方法和所得结论可用于隧洞围岩稳定计算、优化设计和指导施工。

【Abstract】 Based on the measured deformation data of Xiganchi Trial Tunnel for the Mid-route of the South-to-North Water Transfer Project,a back analysis is made on with the 3D finite difference procedure FLAC3D;from which the obtained mechanical parameters of the surrounding rock is basically coincident with those from the in-situ test concerned,and then the methods and conclusions given herein can be used for the calculation on the stability of the surrounding rock of the tunnel,so as to optimize the design and guide the construction.

  • 【文献出处】 水利水电技术 ,Water Resources and Hydropower Engineering , 编辑部邮箱 ,2009年11期
  • 【分类号】TV223.1
  • 【下载频次】37
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