摘要
利用土力学理论简要分析了临时围堰施工造成的永久护岸变形机理,并通过监测数据分析,找出了永久护岸变形异常的关键影响因素,并提出减小临时围堰对永久护岸影响的几条措施和方法,达到了较为满意的处理效果。
Using theories of soil mechanics,the paper briefly analyzes mechanism of permanent deformation of revetments by temporary cofferdam construction.With monitoring data analysis,it locates key factors determining the deformation,and proposes some measures and methods to reduce such influence,which have seen good results.
出处
《浙江水利科技》
2013年第4期49-50,共2页
Zhejiang Hydrotechnics
基金
水利部公益性行业科研专项经费项目(201201014)
浙江省水利科技计划项目(RC1327)
关键词
临时围堰
水工护岸
影响因素
变形规律
temporary cofferdam
hydraulic revetments
factors
deformation patterns
