空心方樁計算表格（自動版）

1、,Y1孔點方樁設(shè)計承載力計算,p,s,樁型幾何參數(shù),0,0.05 ,1.080 ,2.090 ,ft,fc,填表須知,樁類型,空心方樁,樁邊長L(mm),400,樁長L(m),27,0.06 ,1.104 ,2.104 ,C20,1.54 ,9.60 ,1.表格中灰色部分數(shù)據(jù)請勿修改，為程序自動計算結(jié)果。,樁截面積Ap(m2),0.1600 ,樁身截面周長Up(m),1.6000 ,孔徑(mm),170,0.07 ,1.128 ,2.118 ,C25,1.78 ,11.90 ,2.本表預留樁身土層12層，如場地復雜，請合并部分參數(shù)相同土層。,單樁混凝土量(m3),4.54 ,樁頂標高(m),3

2、.500 ,樁端標高(m),-23.500 ,0.08 ,1.152 ,2.132 ,C30,2.01 ,14.30 ,3.側(cè)阻及端阻參數(shù)為標準值，如地質(zhì)報告提供極限值，請自行換算。,0.09 ,1.176 ,2.146 ,C35,2.20 ,16.70 ,4.下表所列土層信息請根據(jù)地質(zhì)報告提供內(nèi)容自行更新。,土層信息,0.10 ,1.200 ,2.160 ,C40,2.39 ,19.10 ,土層名稱,層底標高,厚度Li(m),側(cè)阻力fs(kPa),端阻力fp(kPa),fsiLi,fpaAp,0.11 ,1.234 ,2.164 ,C45,2.51 ,21.10 ,土層信息,吹填土, 2.8

3、8 , - , - , - ,0.12 ,1.268 ,2.168 ,C50,2.64 ,23.10 ,吹填土,粉砂, 1.78 , 1.10 , 15 , - , 16.5 , - ,0.13 ,1.302 ,2.172 ,C55,2.74 ,25.30 ,粉砂,粉砂夾砂, -7.22 , 9.00 , 15 , - , 135.0 , - ,0.14 ,1.336 ,2.176 ,C60,2.85 ,27.50 ,粉砂夾砂,粉砂夾砂, -12.44 , 5.22 , 40 , 208.8 , - ,0.15 ,1.370 ,2.180 ,C65,粉砂夾砂, 1-2灰色粉質(zhì)粘土, -21.0

4、2 , 8.58 , 30 , 257.4 , - ,0.16 ,1.418 ,2.170 ,C70, 暗綠色粉質(zhì)粘土, -26.62 , 2.48 , 55 , 2,300 , 136.4 , 368.0 ,0.17 ,1.466 ,2.160 ,C75, 1填土,0.18 ,1.514 ,2.150 ,C80, 2浜土,0.19 ,1.562 ,2.140 , 1褐黃色粉質(zhì)粘土,0.20 ,1.610 ,2.130 ,PHC,PC,PTC, 3-1灰色粘質(zhì)粉土,0.21 ,1.674 ,2.110 ,1 ,900.000 ,700.000 ,640.000 , 3-2灰色砂質(zhì)粉土,0.22

5、 ,1.738 ,2.090 ,2 ,1650.000 ,1300.000 ,770.000 , 灰色淤泥質(zhì)粉質(zhì)粘土,0.23 ,1.802 ,2.070 ,3 ,2300.000 ,1750.000 ,900.000 , 灰色淤泥質(zhì)粘土夾砂質(zhì)粉土,承載力計算,0.24 ,1.866 ,2.050 ,4 ,2700.000 ,2000.000 ,1100.000 , 1-2灰色粉質(zhì)粘土,側(cè)阻分項系數(shù)s,2.070 ,端阻比,0.23 ,樁側(cè)總阻力(kPa),1206.6 ,0.25 ,1.930 ,2.030 ,5 ,2600.000 ,2400.000 ,1350.000 , 暗綠色粉質(zhì)粘土

6、,端阻分項系數(shù)p,1.802 ,樁端阻力(kPa),368.0 ,0.26 ,2.012 ,2.000 ,6 ,3050.000 ,1680.000 , 草黃色粉砂,單樁豎向承載力設(shè)計值(kN),787.1 ,承載力取值(kN),350 ,0.27 ,2.094 ,1.970 ,7 ,3150.000 ,1850.000 ,0.28 ,2.176 ,1.940 ,8 ,3550.000 ,0.233716086,0.29 ,2.258 ,1.910 ,9 ,4400.000 ,0.30 ,2.340 ,1.880 ,10 ,6600.000 ,0.31 ,2.438 ,1.850 ,0.32 ,2.536 ,1.820 ,0.33 ,2.634 ,1.790 ,0.34 ,2.732 ,1.760 ,0.35 ,2.830 ,1.730 ,PHC樁分類,70 ,95 ,100 ,110 ,125 ,130 ,300 ,1 ,400 ,2 ,500 ,3 ,4 ,550 ,5 ,6 ,600 ,7 ,8 ,800 ,9 ,1000 ,10 ,PC樁分類,PTC樁分類,300,700.000 ,300,640.000 ,400,1300.000 ,350,770.000 ,500,