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28號(hào)孔鉆孔樁d=,2000,素填土,淤泥,粘土③,粉質(zhì)粘土④,粉土④-1,粉質(zhì)粘土⑤-1,粉土⑤,圓礪⑥,粉質(zhì)粘土⑥-1,強(qiáng)風(fēng)化⑦,中風(fēng)化⑧

樁身長度Li(m),,4.90,3.80,0.00,0.00,0.00,0.00,1.70,5.30,0.00,5.70,10.00

樁側(cè)極限側(cè)阻力特征值qsia（kPa）,,10.00,6.00,35.00,25.00,22.00,15.00,20.00,50.00,15.00,45.00,55.00

樁端極限端阻力特征值qpa（kPa）,,0.00,0.00,0.00,0.00,0.00,0.00,0.00,1100.00,250.00,900.00,1600.00

樁端巖層天然濕度單軸抗壓強(qiáng)度frp,,800.00,,,,,,,,,,

樁側(cè)巖層天然濕度單軸抗壓強(qiáng)度frs,,800.00,,,,,,,,,,

樁徑d(m),,2.00,,,,,,,,,,

樁徑D(m),,2.30,,,,,,,,,,

嵌巖段綜合系數(shù)ξr,,1.51,,,,,,,,,,

樁身周長u(m),,6.28,,,,,,,,,,

樁端面積Ap(m^2),,4.15,,,,,,,,,,

單樁側(cè)阻力特征值(kN)Qsia=u*qsia*lsi,,307.88,143.26,0.00,0.00,0.00,0.00,213.63,1665.04,0.00,480.66,

單樁抗拔力特征值(kN)Qsia'=u*qsia*lsi,,0.00,93.12,0.00,0.00,0.00,0.00,138.86,1244.62,0.00,1204.70,

樁側(cè)土總摩側(cè)阻力特征值(kN)∑Qsia=u*∑qsia*lsi,,2810.47,,,,,,,,,,

持力巖層總端阻力特征值(kN)Qpa=C1*frp*Ap,,5018.95,,,,,,,,,,

單樁豎向極限承載力特征值(kN)Ra=∑Qsia+Qpa,,7829.41,,,,,,,,,,

單樁豎向抗拔力特征值(kN)Ra=∑Qsia'+0.9G0,,2681.29,,,,,,,,,,

,,,,,,,,,,,,,

鉆孔樁樁身強(qiáng)度設(shè)計(jì)值,,23294.33,,,,,,,,,,

持力層,,中風(fēng)化泥質(zhì)粉砂巖,,,,,,,,,,

,,,,,,,,,,,,,

"單樁豎向極限承載力特征值(kN)Ra=min[Ra,樁身強(qiáng)度]",,7829.41,,,,,,,,,,

,,,,,,,,,,,,,

28號(hào)孔鉆孔樁d=,2000,素填土,淤泥,粘土③,粉質(zhì)粘土④,粉土④-1,粉質(zhì)粘土⑤-1,粉土⑤,圓礪⑥,粉質(zhì)粘土⑥-1,強(qiáng)風(fēng)化⑦,中風(fēng)化⑧

樁身長度Li(m),,4.90,3.80,0.00,0.00,0.00,0.00,1.70,5.30,0.00,5.70,10.00

樁側(cè)極限側(cè)阻力特征值qsia（kPa）,,10.00,6.00,35.00,25.00,22.00,15.00,20.00,50.00,15.00,45.00,55.00

樁端極限端阻力特征值qpa（kPa）,,0.00,0.00,0.00,0.00,0.00,0.00,0.00,1100.00,250.00,900.00,1600.00

樁端巖層天然濕度單軸抗壓強(qiáng)度frp,,800.00,,,,,,,,,,

樁側(cè)巖層天然濕度單軸抗壓強(qiáng)度frs,,800.00,,,,,,,,,,

樁徑d(m),,2.00,,,,,,,,,,

樁徑D(m),,2.00,,,,,,,,,,

嵌巖段綜合系數(shù)ξr,,1.63,,,,,,,,,,

樁身周長u(m),,6.28,,,,,,,,,,

樁端面積Ap(m^2),,3.14,,,,,,,,,,

單樁側(cè)阻力特征值(kN)Qsia=u*qsia*lsi,,307.88,143.26,0.00,0.00,0.00,0.00,213.63,1665.04,0.00,1611.64,

單樁抗拔力特征值(kN)Qsia'=u*qsia*lsi,,0.00,93.12,0.00,0.00,0.00,0.00,138.86,1082.28,0.00,1047.56,

樁側(cè)土總摩側(cè)阻力特征值(kN)∑Qsia=u*∑qsia*lsi,,3941.44,,,,,,,,,,

持力巖層總端阻力特征值(kN)Qpa=C1*frp*Ap,,4096.64,,,,,,,,,,

單樁豎向極限承載力特征值(kN)Ra=∑Qsia+Qpa,,8038.08,,,,,,,,,,

單樁豎向抗拔力特征值(kN)Ra=∑Qsia'+0.9G0,,2361.82,,,,,,,,,,

,,,,,,,,,,,,,

鉆孔樁樁身強(qiáng)度設(shè)計(jì)值,,23294.33,,,,,,,,

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