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隔河岩水库官家冲副坝安全监测分析
引用本文:吴汉明,周建军. 隔河岩水库官家冲副坝安全监测分析[J]. 三峡大学学报(自然科学版), 1998, 0(3)
作者姓名:吴汉明  周建军
作者单位:清江水电开发公司(吴汉明),武汉水利电力大学(宜昌)建筑工程系(周建军)
摘    要:据坝体变形、坝基稳定、坝基渗水压力和混凝土墙背土压力等监测资料的分析,综合论证了坝体的安全性与所选坝型———混凝土一页岩石碴堆石坝设计施工的合理性.

关 键 词:副坝;坝体变形;坝基稳定

Safety Monitoring Analysis for Guanjiachong Secondary Dam of Geheyan Reservior
Wu Hanming. Safety Monitoring Analysis for Guanjiachong Secondary Dam of Geheyan Reservior[J]. Journal of China Three Gorges University(Natural Sciences), 1998, 0(3)
Authors:Wu Hanming
Affiliation:Wu Hanming(Dept.of Architectural Engineering) Zhou Jianjun(Qingjiang Hydropower Development Corporation)
Abstract:According to the analysis of monitoring data which include dam deformation, dam foundation stability, dam foundation exudationpressure and soil pressure at concrete wall back; The authors have confirmed comprehensively the safety performance of the dam and the design-construction reasonableness of selected dam type, which is the rockfill dam with concrete and shale rock chunk.
Keywords:secondary dam  dam deformation  dam foundation stability  
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