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某灌注桩桩径0.9m，桩长15m，扩底直径D=1.2m，扩底高度2.0m，承台埋深2.0m，土层分布：0～2.0m填土；2～5.0m黏土，qsik=30kPa，5～14m粉砂，qsik=40kPa；14～17m砾砂，qsik=95kPa，qpk=2500kPa，计算单桩极限承载力接近（）。