摘要
根据和平水电站引水隧洞衬砌开裂破坏的情况 ,从地质条件、设计情况、材料强度和施工情况分析该隧洞钢筋砼衬砌裂缝宽度严重超标的原因 ,拟定相应的加固处理措施 ;
According to the situation of cracking and destruction of lining of intake tunnel of Heping power station, this paper analyzes the causes from geological conditions, design, material intensity and construction to provide reinforcement measures. The author also presents the corresponding methods for design and calculation.
出处
《广东水利电力职业技术学院学报》
2003年第4期52-54,共3页
Journal of Guangdong Polytechnic of Water Resources and Electric Engineering
关键词
隧洞
衬砌
裂缝
分析
设计
tunnel
lining
crack
analysis
design
