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大直径水平平行顶管穿堤施工及控制
引用本文:龚云强,郭魏峰,章忠华.大直径水平平行顶管穿堤施工及控制[J].隧道建设,2011,31(1):110-113.
作者姓名:龚云强  郭魏峰  章忠华
作者单位:1. 中国市政工程华北设计研究总院, 天津300074;; 2. 杭州市七格污水处理厂工程建设指挥部, 杭州310005
摘    要:以某穿越海堤水平平行顶管工程为例,在施工方案优化分析的基础上,详细地介绍复杂地质条件下长距离大直径水平平行顶管施工技术,并对顶管施工引起的地层变形进行现场监测与分析,提出顶管顶进施工过程中土体扰动特性的变化规律。保证了施工安全与顺利进行,并提出相应的变形控制措施。

关 键 词:大直径  水平平行顶管  穿堤  堤身变形监测  堤身变形控制
收稿时间:2010-06-08
修稿时间:2010-07-06

Construction and Control of Level Parallel Large Diameter Pipe Jacking Crossing Embankment
GONG Yunqiang,GUO Weifeng,ZHANG Zhonghua.Construction and Control of Level Parallel Large Diameter Pipe Jacking Crossing Embankment[J].Tunnel Construction,2011,31(1):110-113.
Authors:GONG Yunqiang  GUO Weifeng  ZHANG Zhonghua
Institution:1. North China Municipal Engineering Design and Research Institute, Tianjin 300074, China; 2. Construction Headquarters of Qige Sewage Treatment Project, Hangzhou 310005, China
Abstract:The construction technology for level parallel long-distance large-diameter pipe jacking under complex geotechnical conditions are descried in detail after optimization analysis of the construction scheme,with a level parallel pipe jacking project as an example.The monitoring results of the deformation of the stratum caused by the pipe jacking construction are analyzed.The characteristics of the stratum disturbance during the crossing process is provided.Some countermeasures to control the deformation are recommended and the construction safety is quaranteed.
Keywords:large diameter  level parallel pipe-jacking  crossing embankment  embankment deformation monitoring  embankment deformation control
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