人民长江2015，Vol.46Issue(21)：98-101,4.DOI:10.16232/j.cnki.1001-4179.2015.21.024
某碾压混凝土重力坝坝基扬压力监测成果分析
Analysis on monitoring results of foundation uplift pressure of a RCC gravity dam
李新 1尚层1
作者信息
- 1. 新疆额尔齐斯河流域开发工程建设管理局,新疆 乌鲁木齐830000
- 折叠
摘要
Abstract
The foundation uplift pressure of a RCC gravity dam is becoming large after years of operation. To timely take ap-propriate measures, the RCC gravity dam safety monitoring data of the uplift pressure in recent years were reviewed, analyzed and evaluated. The causes for the high foundation uplift pressure were analyzed in terms of uplift pressure coefficient, openings, uplift pressure distribution and variation by using the monitoring data of osmometer and measuring weir, and the measures of increasing drainage holes to lower the foundation uplift pressure in time were put forward accordingly. After taking a series of measures, the gravity dam was in safe condition, and the elevation of foundation uplift pressure did not affect the dam safety from the overall perspective.关键词
碾压混凝土重力坝/安全监测/坝基扬压力Key words
RCC gravity dam/safety monitoring/uplift pressure of dam foundation分类
建筑与水利引用本文复制引用
李新,尚层..某碾压混凝土重力坝坝基扬压力监测成果分析[J].人民长江,2015,46(21):98-101,4.
