Study on applicability of mathematical model of pipe-soil interaction

Yu Hou, Yuqing Liu, Chao Sun, Zhenyong Zhang, Tianwei Kong, Xiatong Wu, Zhaohan Yang, Wei Huang, Xiaoben Liu
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Abstract

The applicability of the soil spring calculation model given in China’s standard SY/T 7403 “Code for strain-based design of oil & gas transmission pipelines” and GB/T 50470 “Seismic technical code for oil and gas transmission pipeline engineering” to large-diameter pipelines is not clear. In this paper, the soil spring calculation formulas recommended in the two standards are analyzed, and the corresponding finite element numerical simulation models are established. The applicability of the lateral and vertical soil spring models in the two standards is discussed. The results show that the calculation accuracy of the two standards needs to be improved, and the applicability is different for different pipe diameters and soil properties.
管道与土壤相互作用数学模型的适用性研究
我国标准 SY/T 7403《油气输送管道应变设计规范》和 GB/T 50470《油气输送管道工程抗震技术规范》中给出的土弹簧计算模型对大口径管道的适用性尚不明确。本文分析了两个标准推荐的土弹簧计算公式,并建立了相应的有限元数值模拟模型。讨论了两个标准中横向和竖向土壤弹簧模型的适用性。结果表明,两个标准的计算精度有待提高,而且对于不同直径的管道和不同土质的适用性也不同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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