施工期堤防裂缝原因分析及处理措施  

Cause Analysis and Treatment Measures of Dike Cracks during Construction Period

作　　者：刘磊 刘亮 曾俊 任磊 LIU Lei;LIU Liang;ZENG Jun;REN Lei(Water Resources and Hydropower Survey and Design Institute in Hubei,Wuhan 430070,China)

机构地区：[1]湖北省水利水电规划勘测设计院,湖北武汉430070

出　　处：《河南水利与南水北调》2021年第5期42-43,共2页Henan Water Resources & South-to-North Water Diversion

摘　　要：堤身裂缝是堤防工程中最常见的工程问题,容易引发滑坡、崩岸、溃口等工程事故。文章结合某湖堤加固工程,分析施工期出现的几种堤身裂缝,认为开裂的主要原因有:基础承载力不足,不均匀沉降,填筑不密实以及施工质量不合格等,并针对不同的裂缝类型提出了不同的处理措施。In dike Engineering,the dike cracks are the most common engineering problems,which are the causes of engineering accidents such as landslide,collapse,and the dam break. Combined with a lake embankment reinforcement project,this paper analyzes several kinds of embankment cracks during the construction period,and considers that the main reasons for the cracks are: insufficient foundation bearing capacity,uneven settlement,not dense filling and unqualified construction quality. According to the different types of cracks,it puts forward different treatment measures.

关 键 词：堤防 裂缝成因 工程措施 

分 类 号：TV871[水利工程—水利水电工程]