钻孔桩单桩承载力特征值

1、大连大仁堂药业有限公司 单桩竖向承载力设计值计算 制作人: GYB 2021/4/27 第 1 页 9号孔钻孔桩d=1000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.002.800.000.000.000.007.207.300.005.602.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩端极限端阻力特征值qpa（kPa）0.000.000.000.000.000.000.000.003000.004500.001600.00

2、桩端岩层天然湿度单轴抗压强度frp4000.00 桩侧岩层天然湿度单轴抗压强度frs4000.00 桩径d(m)1.00 桩径D(m)2.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)3.14 桩端面积Ap(m2)3.14 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00452.391146.680.00791.68345.58 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00294.051490.690.001029.1944

3、9.25 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi2736.33 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap5026.55 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa7762.88 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G03263.17 钻孔桩桩身强度设计值6239.55 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度6239.55 大连大仁堂药业有限公司 单桩竖向承载力设计值计算 制作人: GYB 2021/4/27 第 2 页 1号孔钻孔桩d=1000 素

4、填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)5.001.000.001.800.002.500.007.300.006.902.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩端极限端阻力特征值qpa（kPa）0.000.000.000.000.000.000.000.003000.004500.00 桩端岩层天然湿度单轴抗压强度frp4000.001600.00 桩侧岩层天然湿度单轴抗压强度frs4000.00 桩径d(m)1.00 桩径D

5、(m)2.00 桩端阻抗力系数C10.96 桩侧阻抗力系数C20.80 桩身周长u(m)3.14 桩端面积Ap(m2)3.14 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00141.370.00117.810.001146.680.00692.72345.58 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.0091.890.0076.580.001490.690.001268.10449.25 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi2337.48 持力岩层总端阻力特征值(

6、kN) Qpa = C1*frp * Ap3997.47 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa6334.94 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G03376.51 钻孔桩桩身强度设计值6239.55 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度6239.55 大连大仁堂药业有限公司 单桩竖向承载力设计值计算 制作人: GYB 2021/4/27 第 3 页 6号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)5.001.000.001.80

7、2.003.000.006.200.005.302.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00282.74276.46282.740.001947.790.001498.54691.15 单桩抗拔力特征值(kN) Qsia = u * qs

8、ia * lsi0.000.000.00183.78179.70183.780.002532.120.001948.10898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4979.42 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25085.62 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G05925.99 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.2

9、1 单桩竖向承载力设计值计算 第 4 页 7号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)6.401.600.000.000.000.001.207.201.505.502.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u

10、* qsia * lsi0.000.000.000.000.000.00150.802261.95141.371555.09691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.0098.022940.5398.962021.61898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4800.35 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa24906.55 单桩竖向抗拔力特征值(kN)

11、Ra = Qsia +0.9G06057.62 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24906.55 单桩竖向承载力设计值计算 第 5 页 8号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)6.001.200.002.703.802.100.007.000.005.502.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00

12、 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00424.12525.27197.920.002199.110.001555.09691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00275.67341.43128.650.002858.850.002021.61898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5592.66

13、持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25698.86 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06524.71 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 大连大仁堂药业有限公司 单桩竖向承载力设计值计算 制作人: GYB 2021/4/27 第 6 页 9号孔钻孔桩d=1000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)

14、4.002.800.000.000.000.007.204.000.005.602.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)1.00 桩径D(m)1.80 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)3.14 桩端面积Ap(m2)2.54 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00452.39628.320.00791.68345.58 单桩抗拔力特征值(kN) Qsia

15、 = u * qsia * lsi0.000.000.000.000.000.00294.05735.130.00926.27404.32 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi2217.96 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap4071.50 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa6289.47 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G02359.78 钻孔桩桩身强度设计值6239.55 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度6239.55

16、 单桩竖向承载力设计值计算 第 7 页 13号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.600.400.000.000.003.800.008.301.705.002.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u

17、* qsia * lsi0.000.000.000.000.00358.140.002607.52160.221413.72691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.00232.790.003389.78112.151837.83898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5230.75 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25336.94 单桩竖向抗拔力特征值(k

18、N)Ra = Qsia +0.9G06471.05 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 8 页 14号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)6.002.000.000.000.003.000.007.700.005.502.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2

19、.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.00282.740.002419.030.001555.09691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.00183.780.003144.730.002021.61898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4948.01 持力岩层总

20、端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25054.20 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06248.63 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 9 页 15号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.800.500.003.903.800.000.008.003.0

21、06.002.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00612.61525.270.000.002513.27282.741696.46691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.0

22、0398.20341.430.000.003267.26197.922205.40898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi6321.51 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa26427.71 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G07308.70 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 10

23、 页 16号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)6.002.000.000.000.000.001.308.200.905.302.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000

24、.000.000.000.000.00163.362576.1184.821498.54691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00106.193348.9459.381948.10898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5013.98 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25120.17 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06

25、361.10 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 11 页 19号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.303.500.000.000.000.004.206.200.006.202.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻

26、抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00527.791947.790.001753.01691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00343.062532.120.002278.91898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4919.73 持力岩层总端阻力特征值(kN) Qpa = C

27、1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25025.93 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06052.59 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 12 页 20号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.604.500.001.600.000.000.007.200.006.702.00 桩侧极限侧阻力

28、特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00251.330.000.000.002261.950.001894.38691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00163.360.000.000.0029

29、40.530.002462.69898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5098.80 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25205.00 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06465.08 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 13 页 21号孔钻孔桩d=2000 素填土淤泥粘土粉

30、质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)7.600.800.000.000.000.002.207.400.005.902.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00276.46

31、2324.780.001668.19691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.000.00179.703022.210.002168.64898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4960.57 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25066.77 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06269.05 钻孔桩桩身强度设计值24958.21 持

32、力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 14 页 23号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.700.300.006.300.000.000.007.500.005.802.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身

33、周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00989.600.000.000.002356.190.001639.91691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00643.240.000.000.003063.050.002131.88898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5676.86 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载

34、力特征值(kN) Ra = Qsia + Qpa25783.05 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06736.67 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 15 页 24号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.600.000.000.001.604.600.008.700.005.102.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025

35、.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00221.17433.540.002733.190.001441.99691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00143.76281.800.003553.140.001874.59898.50

36、桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5521.03 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25627.23 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06751.79 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 16 页 26号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1

37、强风化中风化 桩身长度Li(m)5.303.900.000.000.002.100.007.100.005.802.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.00197.920.002230.530.001639.91691.1

38、5 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.000.00128.650.002899.690.002131.88898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4759.51 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa24865.71 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06058.72 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值

39、(kN)Ra=minRa,桩身强度24865.71 单桩竖向承载力设计值计算 第 17 页 27号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.802.801.700.000.000.001.708.100.005.202.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12

40、.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.00373.850.000.000.00213.632544.690.001470.27691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.00186.920.000.000.00138.863308.100.001911.34898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5293.58 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia

41、+ Qpa25399.78 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06443.72 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 18 页 28号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.903.800.000.000.002.301.705.300.005.7015.00 桩侧极限侧阻力特征值qsia（kPa）10.006.0035.0025.0022.0015.0020.0

42、050.0015.0045.00100.00 桩端极限端阻力特征值qpa（kPa）0.000.000.000.000.000.000.000.003000.004500.00 桩端岩层天然湿度单轴抗压强度frp4000.001600.00 桩侧岩层天然湿度单轴抗压强度frs4000.00 桩径d(m)2.402.002.001.501.402.201.602.40 桩径D(m)4.503.004.002.601.401.604.50 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)7.54 桩端面积Ap(m2)15.90 单桩侧阻力特征值(kN) Qsia = u *

43、qsia * lsi369.45171.910.000.000.00260.12256.351998.050.001933.9611309.73 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.00111.740.000.000.00169.08166.632435.130.002357.0213783.74 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi16299.59 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap25446.90 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa41746.49 单桩竖

44、向抗拔力特征值(kN)Ra = Qsia +0.9G019023.33 钻孔桩桩身强度设计值48003.54 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度41746.49 单桩竖向承载力设计值计算 第 19 页 31号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)1.500.000.005.800.002.500.007.900.006.302.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055

45、.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00911.060.00235.620.002481.860.001781.28691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00592.190.00153.150.003226.420.002315.67898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * l

46、si6100.97 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa26207.17 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G07185.92 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 20 页 32号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)6.003.200.000.001.4

47、00.000.007.100.006.502.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00193.520.000.002230.530.001837.83691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * ls

48、i0.000.000.000.00125.790.000.002899.690.002389.18898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi4953.03 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25059.23 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06313.16 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计

49、值计算 第 21 页 33号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.200.800.000.005.800.000.008.400.005.302.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia *

50、lsi0.000.000.000.00801.730.000.002638.940.001498.54691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00521.130.000.003430.620.001948.10898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5630.36 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25736.56 单桩竖向抗拔力特征值(kN)Ra = Qsia +

51、0.9G06798.34 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 22 页 34号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)2.700.500.002.803.800.000.007.500.006.702.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.

52、00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00439.82525.270.000.002356.190.001894.38691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00285.88341.430.000.003063.050.002462.69898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5906.82 持力岩层总端阻力特征值(k

53、N) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa26013.02 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G07051.56 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 23 页 35号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)2.800.000.007.200.000.000.007.800.005.902.

54、00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.001130.970.000.000.002450.440.001668.19691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00735.130.0

55、00.000.003185.570.002168.64898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5940.75 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa26046.94 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G06987.84 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 24 页 36号孔钻孔桩d=20

56、00 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)1.200.300.002.905.800.000.007.300.007.002.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.00455.538

57、01.730.000.002293.360.001979.20691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.00296.10521.130.000.002981.370.002572.96898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi6220.98 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa26327.17 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G07270.05 钻孔桩桩身

58、强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 25 页 41号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)3.800.000.000.004.900.000.009.100.005.402.00 桩侧极限侧阻力特征值qsia（kPa）0.000.0035.0025.0022.0015.0020.0050.0015.0045.0055.00 桩径d(m)2.00 桩径D(m)4.00 桩端阻抗力系数C10.40 桩

59、侧阻抗力系数C20.04 桩身周长u(m)6.28 桩端面积Ap(m2)12.57 单桩侧阻力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00677.330.000.002858.850.001526.81691.15 单桩抗拔力特征值(kN) Qsia = u * qsia * lsi0.000.000.000.00440.260.000.003716.500.001984.86898.50 桩侧土总摩侧阻力特征值(kN) Qsia = u * qsia * lsi5754.14 持力岩层总端阻力特征值(kN) Qpa = C1*frp * Ap20

60、106.19 单桩竖向极限承载力特征值(kN) Ra = Qsia + Qpa25860.33 单桩竖向抗拔力特征值(kN)Ra = Qsia +0.9G07040.12 钻孔桩桩身强度设计值24958.21 持力层中风化泥质粉砂岩 单桩竖向极限承载力特征值(kN)Ra=minRa,桩身强度24958.21 单桩竖向承载力设计值计算 第 26 页 42号孔钻孔桩d=2000 素填土淤泥粘土粉质粘土粉土-1粉质粘土-1粉土圆砺粉质粘土-1强风化中风化 桩身长度Li(m)4.000.003.500.000.002.800.008.100.005.802.00 桩侧极限侧阻力特征值qsia（kPa）