摘要
论述了石门拱坝 2 8年长期运行中实际发生的两个重大问题 ,即第一右坝肩渗漏异常反映问题 ,由高压隧洞钢筋混凝土衬砌阻水失效引起 ;第二为坝踵开裂问题。两个问题经过全面处理、深入分析研究监测资料 。
In the long term operation of the Shimen arch dam,two major problems occurred:a)the abnormal seepage through the right abutment,which was caused by impermeability failure of the high pressure tunnel reinforced concrete lining and.b)the dam heel cracking.After deep going study,analysis and monitoring and comprehensive engineering treatment,the two problems have been solved.the Shimen arch dam’s safety operation is besically ensured.
出处
《西北水电》
2000年第1期26-30,共5页
Northwest Hydropower
关键词
背斜轴
双曲拱坝
坝肩稳定
坝踵裂缝
anticline axis,arch dam,abutment stability,dam heel cracking