新疆下坂地水利枢纽坝体廊道裂缝及渗水原因分析  

Causes Analyzing of Crack Core Wall Rockfill Dam for Xiabandi Water Control Project

作　　者：杨华雄 侍克斌[1] 

机构地区：[1]新疆农业大学水利与土木工程学院,乌鲁木齐830052 [2]葛洲坝新疆工程局有限公司,乌鲁木齐830051

出　　处：《建筑技术开发》2018年第3期109-110,共2页Building Technology Development

摘　　要：根据下坂地水利枢纽工程廊道沉降开裂问题进行测试及分析。采用检测设备对变形缝及廊道的裂缝进行观测,对廊道沉降开裂及渗水的分布和特征进行了分析。According to the sitting under xiabandi water control project core wall rockfill dam subsidence cracking problems was observed and analyzed. Using testing equipment of deformation joint and corridor cracks were observed,on the distribution and characteristics of core wall rockfill settlement crack and analyzed.

关 键 词：沉降开裂 渗水原因 衬砌 

分 类 号：TU241.4[建筑科学—建筑设计及理论] TU201.5