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【单选题】
已知地下水位深度在地表面以下3.5m处。在正常状态时,粉质黏土、粉土和黏性土的单桩极限侧阻力标准值qsik分别为42kPa、25kPa和50kPa;黏性土的单桩极限端阻力标准值gpk为1550kPa。饱和粉土的标准贯入锤击数实测值N63.5为6,液化判别标准贯入锤击数临界值Ncr为8。假定该建筑物抗震设防烈度为7度;并假定黏性土效应系数ηs=0.9、ηp=1.35,粉土效应系数ηs=1.1。试确定该基桩的竖向承载力设计值R最接近下列______项数值?
A.
329kN
B.
436kN
C.
276kN
D.
383kN
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should unite, could unite
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A.
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C.
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A.
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