H1H2B0H1H2B0
03465挖 深H1H2BH30挖 深放坡系数H1H2BH3K0工程量计算公式（关于三桩承台）A、三桩承台面积0
5*(H1+2*H2)*(H2*1
155+B)-H2*H2*1
155*3/2B、三桩承台垫层面积（只需基础大小参数）0
5*(H1+0
1+2*(H2+0
1))*((H2+0
155+B+0
231)-(H2+0
1)*(H2+0
155*3/2C、三桩承台土方不放坡（加0
5*(H1+0
4+2*(H2+0
4))*((H2+0
155+B+0
924)-(H2+0
4)*(H2+0
155*3/2)*H3D、三桩承台土方（放坡，加0
5*(H1+0
4+2*(H2+0
4))*((H2+0
155+B+0
924)-(H2+0
4)*(H2+0
155*3/2)*H3+(B+0
924)*3/2*K*H3*H3+1
155*K*K*H3*H3*H3
