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软弱吹填土地区管沟埋设技术分析
引用本文:颜春,韦辉.软弱吹填土地区管沟埋设技术分析[J].西部交通科技,2013(7):14-17,80.
作者姓名:颜春  韦辉
作者单位:1. 广西交通科学研究院,广西南宁530007;重庆交通大学,重庆400073
2. 广西交通科学研究院,广西南宁,530007
摘    要:文章基于对钦州保税港吹填土地基地质情况的深入调查,阐述了管道开挖与回填的主要技术问题,并通过对比分析当前各种管沟埋设方案的优缺点,针对未经地基处理的地段开挖埋管,提出采用钢板桩+振动水密法综合处治的新思路,为吹填土地区或高水位软土砂基管道开挖埋设方案的选择提供技术参考。

关 键 词:道路  吹填土  基坑开挖  钢板桩  振动水密法

Pipe-duct Burying Technology Analysis in Weak Hydraulic Fill Area
YAN Chun , WEI Hui.Pipe-duct Burying Technology Analysis in Weak Hydraulic Fill Area[J].Western China Communication Science & Technology,2013(7):14-17,80.
Authors:YAN Chun  WEI Hui
Institution:1.Guangxi Transportation Research Institute,Nanning,Guangxi,530007;2.Chongqing Jiaotong University,Chongqing,400073)
Abstract:Based on the in-depth investigation of geological conditions in hydraulic fill soil foundation of Qinzhou Bonded Port,the article elaborated the main technical issues of pipe-line excavation and backfill,and through the comparative analysis on the advantages and disadvantages of various current pipe-duct burying programs,it proposed new ideas of comprehensive treatment using the steel-sheet pile+ vibration watertight method regarding the excavation and pipe burying in the segments without foundation treatment,thereby pro-viding the technical reference for the selection of pipeline excavation and burying programs in hydraulic fill soil areas or high water-level soft-soil sand foundation.
Keywords:Roads  Hydraulic fill  Foundation pit excavation  Steel-sheet piling  Vibration wa-tertight method
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