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本文从部分桩基单桩极限承载力的计算值与载荷试验值的对比分析 ,提出了在软岩嵌岩桩的嵌岩段计算公式中增加软岩发挥系数的对策 ,使计算值更接近于载荷试验值。
In this paper, the comparative analysis of the calculated value and the test value of the ultimate bearing capacity of partial pile foundations is presented, and the countermeasures to increase the coefficient of soft rock play in the formula of embedded rock for rock-socketed piles are put forward to make the calculated values closer to Load test value.