1、挖孔樁承載力計算表格（非嵌巖樁）,編號,d（內(nèi)徑),da(外徑),a(擴(kuò)寬),D(底寬),端阻力,摩阻力,端阻尺寸,修正后端阻力,側(cè)阻尺寸效應(yīng),修正后側(cè)阻力,安全系數(shù),承載力特征值(kN),擴(kuò)底高,底矢高,樁總長,單位：mm,單位：mm,單位：mm,單位：mm,單位：kN,單位：kN,影響系數(shù),單位：kN,影響系數(shù),單位：kN,K,單位：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 ,數(shù)據(jù)資料,地質(zhì)資料,編號,土層,極限側(cè)阻力力特征值,極限端阻力特征值,樁編號,土層編號及厚度,樁端土層

5、,單位：Kpa,單位：Kpa,極限端阻,1,填土,0,0,Z1,土層編號,1,2,3,4,5,6,力特征值,2,淤泥質(zhì)土,0,0,Z2,土層厚度m,9,2400,3,粉土,Z3,土層厚度m,6,1600,4,強(qiáng)風(fēng)化泥質(zhì)粉砂巖,120,1600,Z4,土層厚度m,6,1600,5,中風(fēng)化泥質(zhì)粉砂巖,120,2400,Z5,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,1600,土層厚度m,0,注解：, d樁內(nèi)徑,a擴(kuò)寬尺寸,土層厚度m,0, da樁外徑,D-擴(kuò)底后底寬,土層厚度m,0,土層厚度m,0,土層厚度m,0,需輸入數(shù)