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土体沉降引起地下管线破坏的实验性研究

Study on the Experimental Simulation on the Damage of Underground Pipeline Caused by the Settlement of Soil

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【作者】 周敏曾国红白晓红贺武斌

【Author】 ZHOU Min,ZENG Guohong,BAI Xiaohong,HE Wubin(College of Architecture and Civil Engineering,TUT,Taiyuan 030024,China)

【机构】 太原理工大学建筑与土木工程学院

【摘要】 针对土体沉降引起管线变形破坏这一现象,运用量纲分析原理导出了其相似判据,指出了相似判据的物理意义,并分析了由此相似判据建立起来的模拟实验的数据。随后,运用量纲分析原理给出了模拟实验管道应力值和实际管线变形破坏值之间的换算关系。

【Abstract】 The settlement of soil is one of the main reasons of underground pipeline’s damage.To this phenomenon,there are many theoretical researches,but the relevant studies on experimental simulation are less.The research on the similar principles in fluid field is more in-depth and mature than in the other fields,which can be embodied in the fact that there is no such widely recognized criteria in other fields as Reynolds number and Froude number in fluid field.Through the study on the damage of underground pipeline caused by the settlement of soil,the analogy criterion was derived by using dimensional analysis.The specific meaning of analogy criterion was pointed out,and the data coming from the simulation experiment which is established by analogy criterion was analyzed.The conversion relation between the simulation experiment value and the actual pipe deformation value was suggested by using dimensional analysis.

【基金】 山西省自然科学基金资助项目(2010011029);太原市城乡管理物联网建设项目(2007011069)
  • 【文献出处】 太原理工大学学报 ,Journal of Taiyuan University of Technology , 编辑部邮箱 ,2012年06期
  • 【分类号】TU990.3
  • 【被引频次】4
  • 【下载频次】161
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