hr/D=240000.01qsik=0qsik=0ζr=1.1801qpk=0L=0m嵌岩段以上土层14.30.8（桩身强度验算时）圆形桩桩号轴力标准值地基承载力轴力设计值桩身强度(kN)(kN)3800120050240011304005335266826683626002637101%351035545747162%41000140078500015386007262363136315135003551102%472547868980188%512001600113040020096009485474347436845504618103%6142.5622412932208%frk=kPa,桩侧负摩阻力系数ξni=kPakPa（承载力计算时）,结构重要性系数γ0=kPa桩身fc=,ψc=桩身d扩大头D桩身Aps桩端ApQuk1(嵌岩)Ra1(嵌岩)Ra(取用值)桩自重含承台（按D）Rf+γ0(Nk+Gk)1.2(Rf+Gk)+γ0N（mm）（mm）(mm2)(mm2)（kN）（kN）Gk（kN）Nk(kN)(Ra/荷载标准值)N(kN)(承载力/荷载设计值)
