Analytical model and parameters determination of interaction between buried pipe and soil
作者： Yang Min
DOI:
关键词: Stress (mechanics) 、 Foundation (engineering) 、 Relative stiffness 、 Interaction model 、 Geotechnical engineering 、 Contact mechanics 、 Stiffness 、 Engineering
摘要: Its necessary to consider interaction between buried pipe and soil when analyzing its structure soil, which comes down the determination of contact stress distribution on interface. Thus, basis measured data characteres pipe, a composite model for method related parameters are presented. For apparent effect relative stiffness as well that foundation distributed interface paper adjusts by taking use data. So influence can be taken in consideration this result.
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