摘要:以某电厂工程为例,对CFG桩复合地基处理软弱粉土层做了相关试验研究。通过对试桩单桩承载力,桩间土承载力及复合地基静载试验等试验数据对比分析,比较了地基处理前后地基土工程指标变化、承载力理论计算值与实际测试结果的差异,验证了复合地基处理方案的可行性,获取了CFG桩承载力及其他设计参数,为工程桩优化及处理软弱粉土层地基提供了借鉴。
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