摘要
白莲崖水库大坝在施工期先后在135m、170m和202m以上高程,发生贯穿性裂缝,处理后经监测资料测值分析,裂缝开度得以控制。
Transverse cracks developed in the dam body at the elevation of 135m, 170m and 202m respectively during the construction of Bailianya Dam.And the monitoring information indicates that the cracking degree can be controlled after treatment.
出处
《安徽建筑》
2009年第6期43-43,46,共2页
Anhui Architecture
关键词
白莲崖
坝体
裂缝成因
分析
Bailianya
dam body
causes of cracking
analysis
