桩基计算表格大全（自动版）VIP

1、单桩竖向抗压极限承载力计算,钻探孔编号,1#,孔口标高(m),2.65,桩顶设计标高(m),1.85地层编号,地层名称及状态,土层层底标高(m),土层厚度li (m),极限侧阻标准值qsik（Kpa）,桩侧阻力qsikli（KN/m),桩尖平均阻力qpk（Kpa)1-2,素填土，松散,0.70 ,1.15 ,0,0.00 ,4-1,粘土，软塑,-0.35 ,1.05 ,30,31.50 ,6-1,粉质粘土，流塑,-4.15 ,3.80 ,28,106.40 ,6-2,淤泥质粘土，流塑,-4.95 ,0.80 ,22,17.60 ,6-3,粉质粘土，流塑,-12.75 ,7.80 ,30,234

2、.00 ,7,粉质粘土，可塑,-15.05 ,2.30 ,44,101.20 ,8-1,粉质粘土，可塑,-16.85 ,1.80 ,48,86.40 ,9-1,粉质粘土，可塑,-23.75 ,1.95 ,56,109.20 ,1800.00 送桩(m),0.8,桩长(m),20.65 ,686.30 ,1800.00 单桩竖向极限承载力标准值,桩型,桩径(m),桩周长 u(m),uqsik li（KN）,桩端面积 Ap（m2）,qpk Ap (KN),极限承载力Quk(KN)圆桩,0.30 ,0.94 ,646.82 ,0.07 ,127.23 ,774.06 ,0.40 ,1.26 ,862

3、.43 ,0.13 ,226.19 ,1088.62 ,0.50 ,1.57 ,1078.04 ,0.20 ,353.43 ,1431.47 ,0.60 ,1.88 ,1293.64 ,0.28 ,508.94 ,1802.58 方桩,0.30 ,1.20 ,823.56 ,0.09 ,162.00 ,985.56 ,0.40 ,1.60 ,1098.08 ,0.16 ,288.00 ,1386.08 ,0.50 ,2.00 ,1372.60 ,0.25 ,450.00 ,1822.60 单桩竖向承载力特征值 R (KN) R = Quk/2 =,根据所选桩径得出,注：1.桩进持力层深度应满足

4、桩基规范JGJ94-2008第3.3.3条规定。 2. 桩的负摩阻力相关规定及中性点取法，详见桩基规范JGJ94-2008第5.4.3、5.4.4条规定。,单桩竖向抗拔极限承载力计算,钻探孔编号,1#,孔口标高(m),2.65,桩顶设计标高(m),1.85地层编号,地层名称及状态,土层层底标高(m),土层厚度li (m),极限侧阻标准值qsik（Kpa）,抗拔系数i,桩侧阻力iqsikli（KN/m)1-2,素填土，松散,0.65 ,1.20 ,0,0.00 ,0.00 4-1,粘土，软塑,-0.35 ,1.00 ,30,0.70 ,21.00 6-1,粉质粘土，流塑,-4.15 ,3.80

5、,28,0.70 ,74.48 6-2,淤泥质粘土，流塑,-4.95 ,0.80 ,22,0.70 ,12.32 6-3,粉质粘土，流塑,-12.75 ,7.80 ,30,0.70 ,163.80 7,粉质粘土，可塑,-15.05 ,2.30 ,44,0.70 ,70.84 8-1,粉质粘土，可塑,-16.85 ,1.80 ,48,0.70 ,60.48 9-1,粉质粘土，可塑,-23.75,1.95 ,56,0.70 ,76.44 送桩(m),0.8,桩长(m),20.65 ,479.36 单桩抗拔极限承载力标准值,桩型,桩径(m),桩周长 u(m),极限抗拔承载力Tuk(KN),基桩自重Gp（KN)圆桩,0.30 ,0.94 ,451.79 ,20.44 ,0.40 ,1.26 ,602.38 ,36.33 ,0.50 ,1.57 ,752.98 ,56.76 ,0.60 ,1.88 ,903.57 ,81.74 方桩,0.30 ,1.20 ,575.23 ,26.02 ,0.40 ,1.60 ,766.98 ,46.26 ,0.50 ,2.00 ,958.72 ,72.28 单桩抗拔承载力特征值 T (KN) T = Tuk/2 + Gp =,根据所选桩径得出,注：1.抗拔承载力计算，详见