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预制桩桩计算

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工程名称长湖监狱湖州监区二期子项名称综合培训楼孔 号JK14孔口标高3.610桩 型预制桩桩 径(mm)500Ra=qpaAp+up∑qsia*Liup (m)1.5708土层名称qsia(Kpa)qpa(Kpa)层底深度层底标高1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂01281812224220002.83.516.822.027.027.028.50.810.11-13.19-18.39-23.39-23.39-24.桩顶标高Ap(m2)土层厚度Li0.790.7013.305.205.000.001.501.6000.19qsia*Li0.008.40106.4093.6060.000.0063.00520.56392.709131.6000.19qsia*Li0.000.00111.2059.4073.200.0063.00481.92392.708751.6000.19qsia*Li0.000.00113.6039.6085.200.0063.00473.44392.70866进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=26.49孔 号ZK7桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.350.0013.903.306.100.001.50孔口标高3.550桩 径(mm)500up (m)1.5708层底深度层底标高2.32.316.219.525.625.627.11.251.25-12.65-15.95-22.05-22.05-23.55进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=25.15孔 号ZK15桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.970.0014.202.207.100.001.50孔口标高2.930桩 径(mm)500up (m)1.5708层底深度层底标高2.32.316.518.725.825.827.30.630.63-13.57-15.77-22.87-22.87-24.37进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=25.97孔口标高up∑qsia*LiqpaApRa=孔 号ZK16桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高3.450桩 径(mm)500up (m)1.5708层底深度层底标高2.92.917.422.226.426.427.90.550.55-13.95-18.75-22.95-22.95-24.45桩顶标高Ap(m2)土层厚度Li1.050.0014.504.804.200.001.501.6000.19qsia*Li0.000.00116.0086.4050.400.0063.00496.06392.7081.6000.19qsia*Li0.000.00104.8090.0055.2079.2063.00616.07392.7010091.6000.19qsia*Li0.000.00132.8025.2056.40101.2063.00594.70392.70987进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=26.05孔 号ZK17桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.350.0013.105.004.603.601.50孔口标高3.150桩 径(mm)500up (m)1.5708层底深度层底标高1.91.915.020.024.628.229.71.251.25-11.85-16.85-21.45-25.05-26.55进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=28.15孔 号ZK18桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.500.0016.601.404.704.601.50孔口标高3.200桩 径(mm)500up (m)1.5708层底深度层底标高2.12.118.720.124.829.430.91.101.10-15.50-16.90-21.60-26.20-27.70进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=29.30孔口标高up∑qsia*LiqpaApRa=孔 号ZK8桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高3.600桩 径(mm)500up (m)1.5708层底深度层底标高2.62.615.620.723.027.028.51.001.00-12.00-17.10-19.40-23.40-24.90桩顶标高Ap(m2)土层厚度Li0.600.0013.005.102.304.001.501.6000.19qsia*Li0.000.00104.0091.8027.6088.0063.00588.11392.709811.6000.19qsia*Li0.000.00106.40111.6038.4088.0063.00639.94392.7010331.6000.19qsia*Li0.000.00109.60131.4026.4044.0063.00588.11392.70981进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=26.50孔 号ZK19桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.320.0013.306.203.204.001.50孔口标高3.180桩 径(mm)500up (m)1.5708层底深度层底标高1.91.915.221.424.628.630.11.281.28-12.02-18.22-21.42-25.42-26.92进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=28.52孔 号ZK9桩 型预制桩Ra=qpaAp+up∑qsia*Li土层名称qsia(Kpa)qpa(Kpa)1杂填土2粉质粘土3淤泥质粉质粘4粉土5粉质粘土6粉质粘土7砾砂0128181222422000孔口标高up∑qsia*LiqpaApRa=桩顶标高Ap(m2)土层厚度Li0.350.0013.707.302.202.001.50孔口标高3.550桩 径(mm)500up (m)1.5708层底深度层底标高2.32.316.023.325.527.529.01.251.25-12.45-19.75-21.95-23.95-25.45进入桩端持力层深度(m)1.5桩端持力层端阻力qpa2000桩 长(m)=27.05孔口标高up∑qsia*LiqpaApRa=

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