• 数值模拟 - 引用次数：6

  The research outcomes get the verification by the plate loading test, caculation and numerical simulatio, and have the conclusion that the artificial excavate pile foundation bearing capacity is stronger than the one of independent foundation.

  研究成果通过现场载荷试验、理论计算和数值模拟得到验证,验证得到:在较大的基础埋深之下人工挖孔桩地基土极限承载力比独立基础地基土极限承载力大。

  参考来源 - 人工挖孔桩与独立基础地基承载力的对比分析和研究

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