桩基设计计算书10#.xls

桩 基 设 计 1 RQaQu/K 规范经验参数法 QukQskQpku∑qsikLiqpkAp 桩 径 D0.3770.377mum1.184m Ap㎡0.1116㎡ 土 层该土层桩长qsikKpaqpkKpa桩端土层γsγp1.751.75 1 10000 2 215100 3 361900RQuk/γγsp860.34860.34KN 4 474015000 5 585000 6 6210024001 桩 型γγsγγp 7 704000 预制桩、钢管桩1.61.6 8 806000 沉管灌注桩1.751.75 9 904500 1005200 u∑qsikL1237.68KN qpkAp267.91KN Q Qukuk1505.591505.59KN J16C17J20C21C15J18 层 号土层名称压缩模量EsMpa重度KN/m3q qsikKpaq qpkKpa阻力土层厚度m阻力土层厚度m阻力土层厚度m阻力土层厚度m阻力土层厚度m 阻力土层厚度m 2-1重粉质粘土3.1017.8030.015001.702.002.001.901.501.70 2-2粉质粘土9.9819.4015.025005.307.308.008.606.007.60 3-1重粉质粘土3.117.8030.015000.000.003.103.200.003.40 3-2重粉质粘土2.2317.1050.020005.504.000.000.004.770.00 3-3粉质粘土夹砂3.4917.900.025000.000.000.000.000.000.00 4残积土4.2718.000.025000.000.000.000.000.000.00 5-1强风化泥质粉砂岩7.8420.200.025000.000.000.000.000.000.00 桩桩 长长m12.5012.5013.3013.3013.1013.1013.7013.7012.2712.2712.7012.70 规范经验参数法桩桩 径径mm0.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.377 QukQskQpku∑qsikLiqpkApq qpkKpa 300030003000300030003000300030003000300030003000 Rd Rsk/γsRpk/γp UpΣfsiLi/γsfpAp/γpF FpkKN334.88334.88334.88334.88334.88334.88 FskUpΣfsiLiKN 480.27437.63323.34334.00442.37316.23 QukKN 815.15772.51658.22668.88777.25651.11 RdKN509.47509.47482.82482.82411.39411.39418.05418.05485.78485.78406.95406.95 γs1.61.61.61.61.61.61.61.61.61.61.61.6 γp1.61.61.61.61.61.61.61.61.61.61.61.6 um 1.1841.1841.1841.1841.1841.184 Ap㎡0.11160.11160.11160.11160.11160.1116 C19J22J12C29C13C11C30J14 阻力土层厚度m阻力土层厚度m 阻力土层厚度m 阻力土层厚度m阻力土层厚度m 阻力土层厚度m 阻力土层厚度m阻力土层厚度m 1.501.901.701.002.001.901.601.70 7.808.502.504.003.802.703.704.80 4.202.600.900.000.000.000.000.00 0.000.006.606.516.487.516.755.50 0.000.000.000.000.000.000.000.00 0.000.000.000.000.000.000.000.00 13.5013.5013.0013.0011.7011.7011.5111.5112.2812.2812.1112.1112.0512.0512.0012.00 0.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.377 3000300030003000300030003000300030003000300030003000300030003000 334.88334.88334.88334.88334.88334.88334.88334.88 341.10310.90527.64492.11522.31560.21522.31477.38 675.99645.78862.53827.00857.20895.10857.20812.26 422.49422.49403.62403.62539.08539.08516.87516.87535.75535.75559.44559.44535.75535.75507.67507.67 1.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.6 1.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.6 1.1841.1841.1841.1841.1841.1841.1841.184 0.11160.11160.11160.11160.11160.11160.11160.1116 C52J88 层 号土层名称压缩模量EsMpa重度KN/m3q qsikKpaq qpkKpa阻力土层厚度m 阻力土层厚度m 2-1重粉质粘土3.1017.8040.015000.301.20 2-2粉质粘土9.9819.4022.0250011.4011.30 3-1重粉质粘土3.117.8055.015000.000.30 3-2重粉质粘土2.2317.1082.020000.000.00 3-3粉质粘土夹砂 3.4917.9085.025000.000.00 4残积土4.2718.0084.025000.400.40 5-1强风化泥质粉砂岩 7.8420.2085.02500 1.000.50 桩桩 长长m13.1013.1013.7013.70 规范经验参数法桩桩 径径mm0.4000.4000.4000.400 QukQskQpku∑qsikLiqpkApq qpkKpa 2900290029002900 Rd Rsk/γsRpk/γp UpΣfsiLi/γsfpAp/γpF FpkKN364.43364.43 FskUpΣfsiLiKN479.28 489.08 QukKN 843.71853.51 RdKN527.32527.32533.44533.44 γs1.61.61.61.6 γp1.61.61.61.6 um 1.2571.257 Ap㎡0.12570.1257 C53J94C59J95 阻力土层厚度m阻力土层厚度m 阻力土层厚度m 阻力土层厚度m 0.801.001.000.70 13.6010.2012.4013.40 0.200.800.000.00 0.000.000.000.00 0.000.801.000.20 0.000.000.000.00 0.500.500.500.50 15.1015.1013.3013.3014.9014.9014.8014.80 0.4000.4000.4000.4000.4000.4000.4000.400 30003000285028502950295029502950 376.99358.14370.71370.71 483.43526.41553.30480.41 860.42884.55924.01851.12 537.76537.76552.84552.84577.50577.50531.95531.95 1.61.61.61.61.61.61.61.6 1.61.61.61.61.61.61.61.6 1.2571.2571.2571.257 0.12570.12570.12570.1257