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 |
本文献已被 维普 等数据库收录! |
|