The calculation methods of bearing capacity and settlement and testing methods of CFG and lime piles composite foundation are put forward.
同时介绍了cfg桩和石灰桩形成的多元复合地基的承载力和沉降的计算方法及检测方法。
The results of plate loading test and low strain dynamic testing show that the quality of CFG pile composite foundation is good and subgrade bearing capacity has been improved successfully.
现场载荷试验及反射波法低应变动力检测试验表明，CFG桩桩身完整性很好，复合地基的承载力提高显著，证明该工程的CFG桩复合地基设计及施工是成功的。
Based on the testing settlement data during filling preload, settlement properties and consolidation degree of stone improved composite foundation of the oil tank are discussed.
基于沉降观测数据，分析了充水预压阶段油罐地基的沉降规律，并探讨了地基固结程度。
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