人工挖孔桩承载力计算表（自动版）

1、挖孔桩承载力计算表格（非嵌岩桩）,编号,d（内径),da(外径),a(扩宽),D(底宽),端阻力,摩阻力,端阻尺寸,修正后端阻力,侧阻尺寸效应,修正后侧阻力,安全系数,承载力特征值(kN),扩底高,底矢高,桩总长,单位：mm,单位：mm,单位：mm,单位：mm,单位：kN,单位：kN,影响系数,单位：kN,影响系数,单位：kN,K,单位：kN,m,zh1,1400,1700,150,2000,7536.00 ,3587.14 ,0.7368 ,5552.57 ,0.7778 ,2790.15 ,0.50 ,4171.36 ,0.45,0.4,9.90 ,zh2,1400,1700,150,20

2、00,5024.00 ,1665.46 ,0.7368 ,3995.44 ,0.7778 ,720.48 ,0.50 ,2357.96 ,0.45,0.4,6.90 ,zh3,1400,1700,150,2000,5024.00 ,0.00 ,0.7368 ,3995.44 ,0.7778 ,0.00 ,0.50 ,1997.72 ,0.45,0.4,6.90 ,zh4,1000,1300,150,1600,3215.36 ,0.00 ,0.7937 ,2703.78 ,0.8506 ,0.00 ,0.50 ,1351.89 ,0.45,0.32,0.90 ,zh5,1400,1700,150

3、,2000,5024.00 ,0.00 ,0.7368 ,3995.44 ,0.7778 ,0.00 ,0.50 ,1997.72 ,0.45,0.4,0.90 ,zh6,1000,1300,150,1600,3215.36 ,0.00 ,0.7937 ,2703.78 ,0.8506 ,0.00 ,0.50 ,1351.89 ,0.45,0.32,0.90 ,zh7,800,1100,150,1400,2461.76 ,0.00 ,0.8298 ,2140.36 ,0.8993 ,0.00 ,0.50 ,1070.18 ,0.45,0.28,0.90 , , zh8,800,1100,150

4、,1400,2461.76 ,0.00 ,0.8298 ,2140.36 ,0.8993 ,0.00 ,0.50 ,1070.18 ,0.45,0.28,0.45 ,ZH9,300,300,113.04 ,0.00 ,1.0000 ,1.0000 ,0.50 ,0.00 ,0,0.06,0.45 ,zh6,1400,1700,150,2000,5024.00 ,0.00 ,0.7368 ,3995.44 ,0.7778 ,0.00 ,0.50 ,1997.72 ,0.45,0.4,0.45 ,数据资料,地质资料,编号,土层,极限侧阻力力特征值,极限端阻力特征值,桩编号,土层编号及厚度,桩端土层

5、,单位：Kpa,单位：Kpa,极限端阻,1,填土,0,0,Z1,土层编号,1,2,3,4,5,6,力特征值,2,淤泥质土,0,0,Z2,土层厚度m,9,2400,3,粉土,Z3,土层厚度m,6,1600,4,强风化泥质粉砂岩,120,1600,Z4,土层厚度m,6,1600,5,中风化泥质粉砂岩,120,2400,Z5,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,1600,土层厚度m,0,注解：, d桩内径,a扩宽尺寸,土层厚度m,0, da桩外径,D-扩底后底宽,土层厚度m,0,土层厚度m,0,土层厚度m,0,需输入数