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本文通过静载荷试验,对碎石桩处理前后承载力进行了比较,并对间接法和直接法测定复合地基承载力进行了分析,得出一些有益的结论,为实际工程提供了一些理论依据。
In this paper, the static load test is used to compare the bearing capacity of the gravel pile before and after treatment. The bearing capacity of the composite foundation measured by the indirect method and the direct method is analyzed. Some useful conclusions are obtained, which provide some theoretical basis for the practical engineering.