为了研究岩石破碎对嵌岩桩承载力的影响，应用统计理论建立了考虑岩石破碎的混凝土-岩石剪切模型。将该模型的计算结果与实验结果对比，验证了该模型的准确性。利用考虑岩石破碎的混凝土-岩石剪切模型和嵌岩桩荷载传递机理，建立了考虑岩石破碎的嵌岩桩荷载传递方程并采用Runge-Kutta法求解。将该方程的计算结果与现场静载实验结果接近对比，验证了该方程的准确性。研究结果表明通过统计理论建立岩石破碎的力学模型是可行的。考虑岩石破碎的嵌岩桩荷载传递方程与现场静载实验结果吻合，可以描述桩-岩相对位移-桩侧摩阻力曲线的屈服变形阶段和应变软化阶段。进行参数敏感性研究，深入分析了岩石破碎对混凝土-岩石剪切机制和嵌岩桩承载机制的影响。

In order to study the influence of rock fragmentation on the bearing capacity of rock-socketed pile, a concrete rock-shear model considering rock fragmentation was established using statistical theory. The calculation results of the model were compared with the experimental results to verify the accuracy of the model. Using a concrete rock shear model considering rock fragmentation and the load transfer mechanism of rock-socketed pile, a load transfer equation of rock socketed pile considering rock fragmentation was established and solved using the Runge-Kutta method. The calculation results of the equation were compared with the results of on-site static load experiments, which verified the accuracy of the equation. The research results indicate that it is feasible to establish a mechanical model for rock fragmentation through statistical theory. The load transfer equation of rock socketed pile considering rock fragmentation is consistent with the results of on-site static load experiments, which can describe the yield deformation stage and strain softening stage of the pile-rock relative displacement-pile side friction curve. The parameter sensitivity research was conducted, and the influence of rock fragmentation on the concrete-rock shear mechanism and rock-socketed pile bearing mechanism was conducted in-depth analysis.