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Wind-induced uplift of exposed geomembrane covers: A proposed revision to conventional design approaches

机译:裸露的土工膜覆盖层的风致隆起:对常规设计方法的拟议修订

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Conventional approach for exposed geomembrane design assumes that the geomembrane is subjected to an uplift pressure induced by wind above the geomembrane, and the pressure below the geomembrane is kept constant at atmospheric pressure by default. In reality, the exposed geomembrane is typically anchored into subgrade, which limits the exchange of air above and below the geomembrane. Therefore, when the geomembrane is being uplifted, suction will be generated temporarily below the geomembrane. This temporary suction provides significant resistance to uplift during short-duration wind gust. This paper recommended revisions to the current design approach. An average wind velocity within a selected period, instead of the 3-s gust speed, is recommended to be used for design. This period can be selected based on evaluation of how fast air can enter the voids below the geomembrane.
机译:裸露土工膜设计的常规方法是假设土工膜承受土工膜上方的风引起的上升压力,并且土工膜下方的压力默认情况下保持恒定于大气压。实际上,裸露的土工膜通常锚固在路基中,这限制了土工膜上方和下方的空气交换。因此,当提升土工膜时,会在土工膜下方暂时产生吸力。这种短暂的吸力在短时阵风期间会显着抵抗隆起。本文建议对当前的设计方法进行修订。建议将选定时期内的平均风速而不是阵风3 s用作设计。可以根据对空气进入土工膜下方空隙的速度进行评估来选择该时间段。

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