The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
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