通过将载荷试验、重型动力触探试验和瑞雷波法三种试验方法,应用于含有较大块径的碎石土非均质强夯地基试验检测中,将试验结果进行分析,探讨了三种试验方法本身存在的局限性以及在实际应用中试验结果的差异性,重点指出对于碎石土等非均质土地基承载力的判定上使用三种试验方法应注意的问题。 Through the three kinds of test methods, the load test, the heavy-duty dynamic penetration test and the Rayleigh wave method, are applied in the test of non-homogeneity dynamic compaction foundation with larger diameter of clayey soil. The test results are analyzed, The limitation of the test method itself and the difference of the test results in practical application are pointed out. The problems that should be paid attention to when using the three test methods for the determination of bearing capacity of heterogeneous soil foundation such as gravel soil are pointed out.