摘要
针对泥浆池等流塑性软弱土地基上施工路基,采用路基右侧增设围堰与全断面固化的施工工艺对深厚泥浆池进行处理,并对施工中设计要点、工艺流程和关键技术进行了系统阐述。
In view of the construction of subgrade on the flow plastic soft soil foundation such as mud tanks,this paper suggests to adopt the construction technology of adding cofferdam on the right side of subgrade and solidifying the full section to deal with the deep mud tanks.The paper systematically expounds the key points of design,technological process and key technologies in construction.
作者
梁建锋
黄擎洲
李富有
王新泉
鲁海
郭玲敏
LIANG Jian-feng;HUANG Qing-zhou;LI Fu-you;WANG Xin-quan;LU Hai;GUO Ling-min(Shaoxing Traffic Engineering Quality and Safety Supervision Station,Shaoxing,Zhejiang,312000,China;Zhejiang Huaheng Traffic Construction Supervision Co.,Ltd.,Shaoxing,Zhejiang,312000,China;Zhejiang University City College,Hangzhou,Zhejiang,310015,China;Linhai Traffic Engineering Construction Co.,Ltd.,Taizhou,Zhejiang,317000,China)
出处
《建材技术与应用》
2020年第1期41-43,共3页
Research and Application of Building Materials
关键词
深厚泥浆池
管袋围堰
就地固化
施工技术
deep mud tank
pipe-bag cofferdam
in-situ solidification
construction technology