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软岩隧洞最佳支护时机分析
引用本文:郑晓慧.软岩隧洞最佳支护时机分析[J].山西建筑,2010,36(34):316-317.
作者姓名:郑晓慧
作者单位:中铁上海设计院集团有限公司,上海200333
摘    要:采用隧洞松动圈理论,分析了围岩的松动变形机理,借此阐述了最佳支护时机的理念,对软岩隧洞的支护优化作出理论分析,并依据工程实例进行了说明,对隧洞工程施工具有重要意义。

关 键 词:软岩  松动圈  最佳支护时机  滑移楔体

Mechanics analysis of optimum time point in the soft-rock tunnel support
ZHENG Xiao-hui.Mechanics analysis of optimum time point in the soft-rock tunnel support[J].Shanxi Architecture,2010,36(34):316-317.
Authors:ZHENG Xiao-hui
Affiliation:ZHENG Xiao-hui
Abstract:The topic base on theory of broken-rock loop, analyses the distortion mechanics of surround-rock, expounds the concept of the optimum time point of support, then give a theory analysis about optimization design of soft-rock tunnel support, and has the indication by referring to the engineering example, so it is significant for the tunnel projects.
Keywords:soft-rock  brocken-rock loop  optimum support time point  slip-cuniform
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