经单桩载荷试验和低应变桩身完整性检测，施工达到了令人满意的效果。
By the testing of single pile loading experiment and integrity of low strain pile, the construction reached a satisfied result.
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。
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.
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