结合一维应力波动理论，以实测打桩记录为依据，采用反分析方法确定当后继打桩出现拒锤现象时的单桩承载力。
Based on the driving records, the back-figured method is applied to estimate the pile bearing capacity after refusal taking place.
结合一维应力波动理论，以实测打桩记录为依据，采用反分析方法确定当后继打桩出现拒锤现象时的单桩承载力。
Based on the driving records, the back-figured method is applied to estimate the pile bearing capacity after refusal taking place.
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