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The Experiment of Deformation and Internal Force of Soft Pipeline Caused by Subsoil Settlement

机译:岩土沉降引起的软管线变形和内力的实验

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Through the model test in soil slot,the process of deformation and destruction of soft pipeline caused by subsoil settlement is simulated and observed in lab. Based on the experimental data, the curve as the internal force of pipeline is first drawn out and discussed, in turn the characteristic of stress distribution and destruction rule of pipeline are analyzed and summarized, which may be referred for designer to take appropriate measures. The experimental results show that the internal force and deflection of the pipeline increase with the depth and width of the hole below the pipeline. When the hole depth (h)/ pipeline diameter (D) =2.5, internal force and deflection changes only associate with the width of the hole (b). And when b/D =6, the pipeline can not work normally and even be destroyed. The experimental conclusion can provide the basis for the security of underground pipeline.
机译:通过土壤槽的模型试验,在实验室中模拟并观察到由沉淀沉降引起的软管线变形和破坏的过程。基于实验数据,首先抽出并讨论了作为管道内部力的曲线,反过来分析并概述了管道的应力分布和破坏规律的特征,可以参考设计师采取适当措施。实验结果表明,管道的内部力和偏转随管道下方孔的深度和宽度而增加。当孔深度(h)/管道直径(d)= 2.5时,内部力和偏转改变仅与孔(b)的宽度相关联。当B / D = 6时,管道无法正常工作,甚至可以被销毁。实验结论可以为地下管道安全提供基础。

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