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Temperature Distribution in Mechanically Stabilized Earth Wall Soil Backfills for Design Under Elevated Temperature Conditions

机译:高温条件下机械稳定土墙回填土的温度分布

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Two-dimensional (2D) transient numerical thermal modeling was undertaken using ANSYS FLUENT v12.1 software to estimate distribution of soil backfill temperatures in a typical mechanically stabilized earth (MSE) wall. The modeling was calibrated using field-measured temperature data from the Tanque-Verde MSE wall in Tucson, Arizona (AZ) in which computed temperature data were found to be within ±5% of the field data. The calibrated model predictions for Las Vegas, Nevada (NV) showed an overall average soil backfill temperature of 34.3℃ relative to a maximum outside surface temperature of 51.6℃. Such a high average soil backfill temperature calls for modification of design procedures since conventional designs are based on geosynthetic tensile strength determined at 20℃.
机译:使用ANSYS FLUENT v12.1软件进行了二维(2D)瞬态数值热建模,以估算典型的机械稳定土(MSE)墙中土壤回填温度的分布。使用来自亚利桑那州图森(AZ)的Tanque-Verde MSE墙的现场测量温度数据对模型进行了校准,其中发现计算出的温度数据在现场数据的±5%以内。内华达州拉斯维加斯(NV)的校准模型预测显示,相对于最大外表面温度51.6℃,土壤平均回填温度为34.3℃。如此高的平均土壤回填温度要求修改设计程序,因为常规设计基于在20℃下确定的土工合成抗张强度。

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