王峰会, 赵新伟, 王沪毅. 高压管道黄土塌陷情况下的力学分析与计算[J]. 油气储运, 2004, 23(4): 6-8. DOI: 10.6047/j.issn.1000-8241.2004.04.002
引用本文: 王峰会, 赵新伟, 王沪毅. 高压管道黄土塌陷情况下的力学分析与计算[J]. 油气储运, 2004, 23(4): 6-8. DOI: 10.6047/j.issn.1000-8241.2004.04.002
WANG Fenghui, ZHAO Xinwei, . Failure of High Pressure Pipeline under Collapse of Loess[J]. Oil & Gas Storage and Transportation, 2004, 23(4): 6-8. DOI: 10.6047/j.issn.1000-8241.2004.04.002
Citation: WANG Fenghui, ZHAO Xinwei, . Failure of High Pressure Pipeline under Collapse of Loess[J]. Oil & Gas Storage and Transportation, 2004, 23(4): 6-8. DOI: 10.6047/j.issn.1000-8241.2004.04.002

高压管道黄土塌陷情况下的力学分析与计算

Failure of High Pressure Pipeline under Collapse of Loess

  • 摘要: 根据Winkler线性理论, 建立了黄土塌陷时管道与土相互作用的力学模型。考虑了管道自重、内压、上方黄土和黄土的内聚力等对管道的作用, 计算了不同长度管道的应力分布, 给出了失效长度

     

    Abstract: In this paper, the case of collapse is only considered.Under this condition, the soil under the pipe is belived fell down or swept away by flood, therefore the pipe is considered hanging in air a distance between two supports.A model in which the gravity of the pipes, weight of the covering soil, the high pressure and the friction between soils taken into consideration is introduced. The results show that when the hanging length is over 30 m, the pipeline is unsafe.

     

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