选择佛山地区典型软土地基条件,通过现场真型试验,对微型桩单桩及群桩基础抗拔承载力进行了试验研究,试验表明,所设计的微型桩群桩基础具有良好的抗拔承载能力,能够满足工程需求,可在今后工程中进一步推广应用。%Selecting typical soft soil foundation condition in Foshan region,through site real-type test,it carries on experimental research on mini-pile single pile and group pile foundation uplift bearing capacity.Experiments show that：the designed mini-pile group
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