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提出了通过静力触探试验、标准贯入试验和探井试验进行施工质量控制与加固效果检验的方法。
It is proposed that according to statical cone penetration test, standard penetration test and borehole test, the reinforcement effect can be controlled and examined.
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。
Accurately evaluating the clay particle content is of great significance to discriminating the seismic liquefaction by static sounding test or standard penetrating test.
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