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白莲崖大坝施工期坝体裂缝成因分析
引用本文:胡庆年.白莲崖大坝施工期坝体裂缝成因分析[J].安徽建筑,2009,16(6):43-43,46.
作者姓名:胡庆年
作者单位:安徽省佛子岭水库管理处,安徽,六安,237000
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。

关 键 词:白莲崖  坝体  裂缝成因  分析

Cause Analysis of Cracking in Dam Body during the Construction of Bailianya Dam
Hu Qingnian.Cause Analysis of Cracking in Dam Body during the Construction of Bailianya Dam[J].Anhui Architecture,2009,16(6):43-43,46.
Authors:Hu Qingnian
Affiliation:Hu Qingnian (Anhui Administration Office of Foziling Reservoir,Lu\'an 237000,China)
Abstract: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.
Keywords:Bailianya  dam body  causes of cracking  analysis  
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