问题 单项选择题

某场地为均质软塑黏土场地,土层γ=19kN/m3,qs=10kPa,fak=150kPa,采用粉体喷搅法处理,桩径为600mm,桩距为1.2m,正方形布桩,桩长为10m,桩间土承载力折减系数为0.5,桩端天然地基土承载力折减系数为0.6,桩体材料fcu=2.7MPa,桩身强度折减系数为0.30,按《建筑地基处理技术规范》计算。

复合地基承载力为()。

A. 189kPa

B. 199kPa

C. 209kPa

D. 219kPa

答案

参考答案:C

解析:

①单桩承载力

=213.8(kN)

取Ra=213.8kN≈214kN

②复合地基承载力

de=1.13s=1.13×1.2=1.356(m)

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