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某水工隧洞衬砌裂缝开度计算及裂缝机理分析
引用本文:陈尧隆,李守义,简政,陈莉静,寇效忠. 某水工隧洞衬砌裂缝开度计算及裂缝机理分析[J]. 西安理工大学学报, 2001, 17(1): 30-35
作者姓名:陈尧隆  李守义  简政  陈莉静  寇效忠
作者单位:1. 西安理工大学水利水电学院,
2. 宁夏水利工程建设管理局
摘    要:结合某水工隧洞衬砌所发生的裂缝情况,通过现场调查获取了第一手资料,并经过分析和计算,取得了水工隧洞衬砌裂缝开度计算及裂机理分析成果。计算结果与原型观测资料相比吻合良好。该研究对水工隧洞衬砌裂缝开度计算及裂缝机理分析具有参考价值。

关 键 词:水工隧洞 裂缝开度 裂缝机理 混凝土衬砌
修稿时间:2000-09-13

The Calculation of Crack Width and Analysis of Crack Mechanism on Concrete Lining of a Hydraulic Tunnel
CHEN Yao-long,LI Shou-yi,JIAN Zheng,CHEN Li-jing,KOU Xiao-zhong. The Calculation of Crack Width and Analysis of Crack Mechanism on Concrete Lining of a Hydraulic Tunnel[J]. Journal of Xi'an University of Technology, 2001, 17(1): 30-35
Authors:CHEN Yao-long  LI Shou-yi  JIAN Zheng  CHEN Li-jing  KOU Xiao-zhong
Affiliation:CHEN Yao long 1,LI Shou yi 1,JIAN Zheng 1,CHEN Li jing 1,KOU Xiao zhong 2
Abstract:In combination with the crack conditions occured in a lined tunnel the first hand data are obtained via the in situ investigation. The calculation results of crack width and analysis of crack mechanism on concrete lining of a hydraulic tunnel are achieved via the analysis and calculation. The calculation results tally with those of prototype observation. Accordingly,this research is of some reference value for the calculation of crack width and analysis of crack mechanism on concrete lining of hydraulic tunnel.
Keywords:hydraulic tunnel  crack width  crack mechanism  concrete lining  
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