摘要
对钢筋混凝土压力隧洞裂缝宽度计算方法进行了综合分析 ,并对各种计算方法的不足之处进行了探讨 ,为提出更加全面合理的裂缝宽度计算方法提供了思路 .
Several numeric methods for calculating crack width of reinforced concrete pressure tunnels are comprehensively analyzed. In the meantime, respective deficiencies of these methods are discussed. The results can provide a conception for more comprehensive and rational numeric methods of crack width computation of reinforced concrete liner.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2001年第2期24-27,共4页
Engineering Journal of Wuhan University
基金
国家电力公司科学技术项目!资助 (SPKJ0 0 6 - 0 8)
关键词
压力隧洞
钢筋混凝土
衬砌
裂缝
宽度
计算方法
pressure tunnel
reinforced concrete liner
crack width
computational method
