PHC樁抗壓承載力計算excel(DGJ08-11-2010)（自動版）

1、,PHC樁抗壓承載力計算(DGJ08-11-2010),p,s,樁型幾何參數(shù),4,0.05 ,1.080 ,2.090 ,ft,fc,填表須知,樁型號,AB,樁直徑D(mm),500,樁長L(m),40,0.06 ,1.104 ,2.104 ,C20,1.54 ,9.60 ,1.表格中灰色部分?jǐn)?shù)據(jù)請勿修改，為程序自動計算結(jié)果。,樁截面積Ap(m2),0.1963 ,樁身截面周長Up(m),1.5708 ,樁壁厚(mm),125,0.07 ,1.128 ,2.118 ,C25,1.78 ,11.90 ,2.本表預(yù)留樁身土層10層，如場地復(fù)雜，請合并部分參數(shù)相同土層。,單樁混凝土量(m3),7.8

2、5 ,樁頂標(biāo)高(m),1.550 ,樁端標(biāo)高(m),-38.450 ,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)報告提供極限值，請自行換算。,樁身強(qiáng)度設(shè)計值(kN),3701 ,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(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 ,

3、C45,2.51 ,21.10 ,土層信息, 褐黃-灰黃色粉質(zhì)粘土, 0.68 , 0.87 , 15 , - , 13.1 , - ,0.12 ,1.268 ,2.168 ,C50,2.64 ,23.10 , 填土, 灰色淤泥質(zhì)粉質(zhì)粘土, -2.72 , 3.40 , 15 , - , 51.0 , - ,0.13 ,1.302 ,2.172 ,C55,2.74 ,25.30 , 褐黃-灰黃色粉質(zhì)粘土, 灰色淤泥質(zhì)粘土, -9.92 , 7.20 , 15 , 108.0 , - ,0.14 ,1.336 ,2.176 ,C60,2.85 ,27.50 , 灰色淤泥質(zhì)粉質(zhì)粘土, 暗綠-草黃色

4、粉質(zhì)粘土, -12.62 , 2.70 , 65 , 175.5 , - ,0.15 ,1.370 ,2.180 ,C65, 灰色淤泥質(zhì)粘土, 草黃色-灰色粉砂, -17.92 , 5.30 , 70 , - , 371.0 , - ,0.16 ,1.418 ,2.170 ,C70, 暗綠-草黃色粉質(zhì)粘土, 1a灰色粉質(zhì)粘土, -28.42 , 10.50 , 50 , - , 525.0 , - ,0.17 ,1.466 ,2.160 ,C75, 草黃色-灰色粉砂, 1b灰色粉質(zhì)粘土, -37.12 , 8.70 , 90 , - , 783.0 , - ,0.18 ,1.514 ,2.15

5、0 ,C80, 1a灰色粉質(zhì)粘土, 2a灰色粉質(zhì)粘土夾粘質(zhì)粉土, -48.52 , 1.33 , 80 , 3,500 , 106.4 , 687.2 ,0.19 ,1.562 ,2.140 , 1b灰色粉質(zhì)粘土, - , - , - , - , - , - ,0.20 ,1.610 ,2.130 ,PHC,PC,PTC, 2a灰色粉質(zhì)粘土夾粘質(zhì)粉土, - , - , - , - , - , - ,0.21 ,1.674 ,2.110 ,1 ,1271.000 ,700.000 ,640.000 , 2細(xì)砂,承載力計算,0.22 ,1.738 ,2.090 ,2 ,2288.000 ,1300

6、.000 ,770.000 , 1中砂,側(cè)阻分項(xiàng)系數(shù)s,2.160 ,端阻比,0.170 ,樁側(cè)總阻力(kPa),3350.4 ,0.23 ,1.802 ,2.070 ,3 ,3158.000 ,1750.000 ,900.000 , 2中粗砂,端阻分項(xiàng)系數(shù)p,1.466 ,樁端阻力(kPa),687.2 ,0.24 ,1.866 ,2.050 ,4 ,3701.000 ,2000.000 ,1100.000 , 3中細(xì)砂,單樁豎向承載力設(shè)計值(kN),2019.9 ,承載力取值(kN),2000 ,0.25 ,1.930 ,2.030 ,5 ,4255.000 ,2400.000 ,1350

7、.000 , 4中粗砂,0.26 ,2.012 ,2.000 ,6 ,4824.000 ,1680.000 , 砂礫巖,0.27 ,2.094 ,1.970 ,7 ,5124.000 ,1850.000 , 1塊石,0.28 ,2.176 ,1.940 ,8 ,5850.000 ,0.29 ,2.258 ,1.910 ,9 ,5992.000 ,0.30 ,2.340 ,1.880 ,10 ,6876.000 ,0.31 ,2.438 ,1.850 ,11 ,8929.000 ,0.32 ,2.536 ,1.820 ,12,12434,0.33 ,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 ,150 ,A,300 ,1 ,AB,400 ,2 ,B,500 ,3 ,4 ,C,600 ,5 ,6 ,700 ,7 ,8 ,800 ,9 ,10 ,1000 ,11 ,1200 ,12 ,PC樁分類,PTC樁分類,300,700.000 ,300,640.000 ,400,1300.000 ,350