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讨论CFG桩复合地基承载力的影响因素,以及复合地基静载试验过程中需要注意的几个问题。并对试验结果与复合地基承载力修正公式进行分析对比,结果表明该修正公式是合理可行的。
The factors that affect the bearing capacity of CFG pile composite foundation are discussed, and some problems needing attention during static load test of composite foundation are discussed. The test results are compared with those of the composite foundation. The results show that the modified formula is reasonable and feasible.