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矩形顶管施工地下管线破坏机理分析与控制
引用本文:林晓庆.矩形顶管施工地下管线破坏机理分析与控制[J].广州建筑,2013(6):26-31.
作者姓名:林晓庆
作者单位:广州城建职业学院,广州510925
摘    要:由于顶管施工不可避免地对周围土体产生扰动,引起地层移动,从而威胁邻近地下管线的安全.文中以某地铁站出口市政过街通道矩形顶管施工为背景,通过分析矩形顶管施工时土体与地下管线的相互作用,探讨管线应力和位移的分布情况,对其破坏机理进行了总结,并阐述了相应的控制措施.

关 键 词:顶管  地下管线  土体位移

The Failure Mechanism Analysis and Control of the Underground Pipelines During Rectangular Pipe Jacking Construction
Authors:LIN Xiao-qing
Affiliation:LIN Xiao-qing
Abstract:Because pipe jacking inevitably results in disturbances of the surrounding soil, causing ground move- ment, thereby threatening the safety of nearby underground pipeline. Based on the rectangular pipe jacking con- struction of a subway station export municipal channel, the interaction between underground pipelines and soil is analyzed; the distributions of stresses and displacements of the pipeline are discussed; its failure mechanism is sum- marized, and the corresponding control measures are described.
Keywords:pipe jacking  underground pipeline  soil displacements
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