(旧规范)单桩竖向承载力特征值Ra计算书

淮安蓝江花园单桩抗压承载力特征值计算书(所有标高均为绝对标高),,,,,,,,,,,,,,,,

±0.000=,13.45,,桩顶标高：,10.3,,预设桩长,28,,按桩身强度Ra≤,9999,,桩类别：,PHC,,,

管桩直径=,400,,Up=,1.256,,Ap=,0.1256,,Min（Quk）=,"2,984",,Ra=,1492.1908,kN,,

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土层,极限标准值,,计算孔号J36,,孔口标高,10.65,,,土层,极限标准值,,计算孔号J37,,孔口标高,10.23,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,5.15,5.15,297.5,,,②粉土,46,0,2,4.93,5.37,310.3,

③粘土夹粉土,44,0,3,1.65,3.50,193.4,,,③粘土夹粉土,44,0,3,1.83,3.10,171.3,

④粉质粘土,56,0,4,0.05,1.60,112.5,,,④粉质粘土,56,0,4,-0.67,2.50,175.8,

⑤粘土,28,0,5,-3.15,3.20,112.5,,,⑤粘土,28,0,5,-0.67,0.00,0.0,

⑥粉质粘土,58,0,6,-4.20,1.05,76.5,,,⑥粉质粘土,58,0,6,-0.67,0.00,0.0,

⑦粉砂,56,0,7,-5.45,1.25,87.9,,,⑦粉砂,56,0,7,-5.92,5.25,369.3,

⑧粘土,90,5800,8,-17.70,12.25,1384.7,,,⑧粘土,90,5800,8,-17.70,11.78,1331.6,

,,,,（-33.05）,,,,,,,,,（-32.97）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,265.2",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,358.3",728.5

,有效桩长=预设桩长,,,,,Pp=,0.243,,,有效桩长=预设桩长,,,,,Pp=,0.236

,,,,,,Quk=,"2,994",,,,,,,,Quk=,"3,087"

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土层,极限标准值,,计算孔号J38,,孔口标高,10.22,,,土层,极限标准值,,计算孔号J39,,孔口标高,10.2,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,4.42,5.88,339.7,,,②粉土,46,0,2,4.70,5.60,323.5,

③粘土夹粉土,44,0,3,1.52,2.90,160.3,,,③粘土夹粉土,44,0,3,1.60,3.10,171.3,

④粉质粘土,56,0,4,-0.08,1.60,112.5,,,④粉质粘土,56,0,4,0.40,1.20,84.4,

⑤粘土,28,0,5,-3.73,3.65,128.4,,,⑤粘土,28,0,5,-3.00,3.40,119.6,

⑥粉质粘土,58,0,6,-3.73,0.00,0.0,,,⑥粉质粘土,58,0,6,-3.00,0.00,0.0,

⑦粉砂,56,0,7,-5.18,1.45,102.0,,,⑦粉砂,56,0,7,-5.45,2.45,172.3,

⑧粘土,90,5800,8,-17.70,12.52,1415.3,,,⑧粘土,90,5800,8,-17.70,12.25,1384.7,

,,,,（-33.88）,,,,,,,,,（-33.20）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,258.1",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,255.9",728.5

,有效桩长=预设桩长,,,,,Pp=,0.244,,,有效桩长=预设桩长,,,,,Pp=,0.244

,,,,,,Quk=,"2,987",,,,,,,,Quk=,"2,984"

第1页共4页,,,,,,,,,,,,,,,,

淮安蓝江花园单桩抗压承载力特征值计算书(所有标高均为绝对标高),,,,,,,,,,,,,,,,

±0.000=,13.45,,桩顶标高：,10.3,,预设桩长,28,,按桩身强度Rp≤,9999,,桩类别：,PHC,,,

管桩直径=,400,,Up=,1.256,,Ap=,0.1256,,Min（Quk）=,"2,984",,Ra=,1492.1908,kN,,

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土层,极限标准值,,计算孔号J40,,孔口标高,10.23,,,土层,极限标准值,,计算孔号J41,,孔口标高,10.25,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,5.03,5.27,304.5,,,②粉土,46,0,2,5.05,5.25,303.3,

③粘土夹粉土,44,0,3,1.63,3.40,187.9,,,③粘土夹粉土,44,0,3,2.25,2.80,154.7,

④粉质粘土,56,0,4,-0.37,2.00,140.7,,,④粉质粘土,56,0,4,-1.75,4.00,281.3,

⑤粘土,28,0,5,-0.37,0.00,0.0,,,⑤粘土,28,0,5,-1.75,0.00,0.0,

⑥粉质粘土,58,0,6,-4.47,4.10,298.7,,,⑥粉质粘土,58,0,6,-3.75,2.00,145.7,

⑦粉砂,56,0,7,-5.57,1.10,77.4,,,⑦粉砂,56,0,7,-6.65,2.90,204.0,

⑧粘土,90,5800,8,-17.70,12.13,1371.2,,,⑧粘土,90,5800,8,-17.70,11.05,1249.1,

,,,,（-33.27）,,,,,,,,,（-32.95）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,380.3",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,338.2",728.5

,有效桩长=预设桩长,,,,,Pp=,0.234,,,有效桩长=预设桩长,,,,,Pp=,0.238

,,,,,,Quk=,"3,109",,,,,,,,Quk=,"3,067"

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土层,极限标准值,,计算孔号J42,,孔口标高,10.13,,,土层,极限标准值,,计算孔号C50,,孔口标高,10.24,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,4.63,5.67,327.6,,,②粉土,46,0,2,5.14,5.16,298.1,

③粘土夹粉土,44,0,3,1.53,3.10,171.3,,,③粘土夹粉土,44,0,3,2.04,3.10,171.3,

④粉质粘土,56,0,4,-1.17,2.70,189.9,,,④粉质粘土,56,0,4,-0.76,2.80,196.9,

⑤粘土,28,0,5,-1.17,0.00,0.0,,,⑤粘土,28,0,5,-0.76,0.00,0.0,

⑥粉质粘土,58,0,6,-1.17,0.00,0.0,,,⑥粉质粘土,58,0,6,-0.76,0.00,0.0,

⑦粉砂,56,0,7,-5.17,4.00,281.3,,,⑦粉砂,56,0,7,-5.16,4.40,309.5,

⑧粘土,90,5800,8,-17.70,12.53,1416.4,,,⑧粘土,90,5800,8,-17.70,12.54,1417.5,

,,,,（-31.77）,,,,,,,,,（-29.76）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,386.6",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,393.4",728.5

,有效桩长=预设桩长,,,,,Pp=,0.234,,,有效桩长=预设桩长,,,,,Pp=,0.233

,,,,,,Quk=,"3,115",,,,,,,,Quk=,"3,122"

第2页共4页,,,,,,,,,,,,,,,,

淮安蓝江花园单桩抗压承载力特征值计算书(所有标高均为绝对标高),,,,,,,,,,,,,,,,

±0.000=,13.45,,桩顶标高：,10.3,,预设桩长,28,,按桩身强度Rp≤,9999,,桩类别：,PHC,,,

管桩直径=,400,,Up=,1.256,,Ap=,0.1256,,Min（Quk）=,2984.3816,,Ra=,1492.1908,kN,,

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土层,极限标准值,,计算孔号C51,,孔口标高,10.2,,,土层,极限标准值,,计算孔号C52,,孔口标高,10.15,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,5.00,5.30,306.2,,,②粉土,46,0,2,4.95,5.35,309.1,

③粘土夹粉土,44,0,3,1.90,3.10,171.3,,,③粘土夹粉土,44,0,3,1.85,3.10,171.3,

④粉质粘土,56,0,4,-0.70,2.60,182.9,,,④粉质粘土,56,0,4,-0.45,2.30,161.8,

⑤粘土,28,0,5,-0.70,0.00,0.0,,,⑤粘土,28,0,5,-0.45,0.00,0.0,

⑥粉质粘土,58,0,6,-0.70,0.00,0.0,,,⑥粉质粘土,58,0,6,-0.45,0.00,0.0,

⑦粉砂,56,0,7,-6.30,5.60,393.9,,,⑦粉砂,56,0,7,-6.65,6.20,436.1,

⑧粘土,90,5800,8,-17.70,11.40,1288.7,,,⑧粘土,90,5800,8,-17.70,11.05,1249.1,

,,,,（-29.80）,,,,,,,,,（-29.85）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,342.9",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,327.4",728.5

,有效桩长=预设桩长,,,,,Pp=,0.237,,,有效桩长=预设桩长,,,,,Pp=,0.238

,,,,,,Quk=,"3,071",,,,,,,,Quk=,"3,056"

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土层,极限标准值,,计算孔号C53,,孔口标高,10.2,,,土层,极限标准值,,计算孔号C54,,孔口标高,10.19,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,5.10,5.20,300.4,,,②粉土,46,0,2,4.99,5.31,306.8,

③粘土夹粉土,44,0,3,2.20,2.90,160.3,,,③粘土夹粉土,44,0,3,2.09,2.90,160.3,

④粉质粘土,56,0,4,-0.90,3.10,218.0,,,④粉质粘土,56,0,4,-0.31,2.40,168.8,

⑤粘土,28,0,5,-0.90,0.00,0.0,,,⑤粘土,28,0,5,-0.31,0.00,0.0,

⑥粉质粘土,58,0,6,-0.90,0.00,0.0,,,⑥粉质粘土,58,0,6,-0.31,0.00,0.0,

⑦粉砂,56,0,7,-5.40,4.50,316.5,,,⑦粉砂,56,0,7,-5.61,5.30,372.8,

⑧粘土,90,5800,8,-17.70,12.30,1390.4,,,⑧粘土,90,5800,8,-17.70,12.09,1366.7,

,,,,（-29.80）,,,,,,,,,（-29.81）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,385.6",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,375.3",728.5

,有效桩长=预设桩长,,,,,Pp=,0.234,,,有效桩长=预设桩长,,,,,Pp=,0.235

,,,,,,Quk=,"3,114",,,,,,,,Quk=,"3,104"

第3页共4页,,,,,,,,,,,,,,,,

淮安蓝江花园单桩抗压承载力特征值计算书(所有标高均为绝对标高),,,,,,,,,,,,,,,,

±0.000=,13.45,,桩顶标高：,10.3,,预设桩长,28,,按桩身强度Rp≤,9999,,桩类别：,PHC,,,

管桩直径=,400,,Up=,1.256,,Ap=,0.1256,,Min（Quk）=,2984.3816,,Ra=,1492.1908,kN,,

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土层,极限标准值,,计算孔号C55,,孔口标高,10.17,,,土层,极限标准值,,计算孔号J43,,孔口标高,10.28,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,

,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap,,,,,土层号,土层底标高,土厚度,fs*li*Up,fp*Ap

②粉土,46,0,2,5.07,5.23,302.2,,,②粉土,46,0,2,4.98,5.32,307.4,

③粘土夹粉土,44,0,3,1.97,3.10,171.3,,,③粘土夹粉土,44,0,3,1.73,3.25,179.6,

④粉质粘土,56,0,4,-0.63,2.60,182.9,,,④粉质粘土,56,0,4,-1.02,2.75,193.4,

⑤粘土,28,0,5,-0.63,0.00,0.0,,,⑤粘土,28,0,5,-1.02,0.00,0.0,

⑥粉质粘土,58,0,6,-0.63,0.00,0.0,,,⑥粉质粘土,58,0,6,-1.02,0.00,0.0,

⑦粉砂,56,0,7,-6.13,5.50,386.8,,,⑦粉砂,56,0,7,-5.62,4.60,323.5,

⑧粘土,90,5800,8,-17.70,11.57,1307.9,,,⑧粘土,90,5800,8,-17.70,12.08,1365.5,

,,,,（-29.83）,,,,,,,,,（-32.87）,,,

⑨-1中砂,86,8000,,,,,,,⑨-1中砂,86,8000,,,,,

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,桩底标高,-17.70,有效桩长,28.00,,"2,351.1",728.5,,,桩底标高,-17.70,有效桩长,28.00,,"2,369.5",728.5

,有效桩长=预设桩长,,,,,Pp=,0.237,,,有效桩长=预设桩长,,,,,Pp=,0.235

,,,,,,Quk=,"3,080",,,,,,,,Quk=,"3,098"

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土层,极限标准值,,计算孔号J44,,孔口标高,10.26,,,土层,极限标准值,,计算孔号J45,,孔口标高,10.2,

,qsia（kpa）,qpa（kpa）,桩端持力层⑧,,,,,,,qsia（kpa）,qpa（kpa）