Accurately evaluating the clay particle content is of great significance to discriminating the seismic liquefaction by static sounding test or standard penetrating test.

运用静力触探试验和标准贯入试验进行地震液化判别皆用到粘粒含量这一指标，因此准确地测定粘粒含量具有重要意义。

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Combined with practical work comparative analysis of the test results is made for bearing capacity of composite foundation between static load test and dynamic sounding test.

结合一工程实例比较了复合地基承载力动力触探计算与静载荷试验结果，说明动力触探计算结果有较高的可靠性，在检测中可以得到较为连续的土层承载力变化情况。

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