空心方樁計(jì)算表格（自動(dòng)版）

1、,Y1孔點(diǎn)方樁設(shè)計(jì)承載力計(jì)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(zhǎng)L(mm),400,樁長(zhǎng)L(m),27,0.06 ,1.104 ,2.104 ,C20,1.54 ,9.60 ,1.表格中灰色部分?jǐn)?shù)據(jù)請(qǐng)勿修改，為程序自動(dòng)計(jì)算結(jié)果。,樁截面積Ap(m2),0.1600 ,樁身截面周長(zhǎng)Up(m),1.6000 ,孔徑(mm),170,0.07 ,1.128 ,2.118 ,C25,1.78 ,11.90 ,2.本表預(yù)留樁身土層12層，如場(chǎng)地復(fù)雜，請(qǐng)合并部分參數(shù)相同土層。,單樁混凝土量(m3),4.54 ,樁頂標(biāo)高(m),3

2、.500 ,樁端標(biāo)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(biāo)準(zhǔn)值，如地質(zhì)報(bào)告提供極限值，請(qǐng)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(qǐng)根據(jù)地質(zhì)報(bào)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(biāo)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(jì)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(xiàng)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(xiàng)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(jì)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,