深厚泥浆池管袋围堰就地固化施工技术  

Construction Technology of Deep Mud Tank with Pipe-bag Cofferdam and In-situ Solidification

作　　者：梁建锋 黄擎洲 李富有 王新泉[3] 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)

机构地区：[1]绍兴市交通工程质量安全监督站,浙江绍兴312000 [2]浙江华恒交通建设监理有限公司,浙江绍兴312000 [3]浙江大学城市学院,浙江杭州310015 [4]临海市交通工程建设有限公司,浙江台州317000

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

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.

关 键 词：深厚泥浆池 管袋围堰 就地固化 施工技术 

分 类 号：U655.541[交通运输工程—港口、海岸及近海工程]