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1、 桩 基 设 计 1 R=Qa=Qu/K规范经验参数法Quk=Qsk+Qpk=uqsikLi+qpkAp桩 径 D=0.3770.377mu(m)=1.184mAp()=0.1116土 层该土层桩长qsik(Kpa)qpk(Kpa)桩端土层s=p=1.751.751 100002 2151003 361900R=Quk/sp=860.34860.34KN4 4740150005 5850006 6210024001 桩 型s=p7 704000 预制桩、钢管桩1.61.68 806000 沉管灌注桩1.751.759 9045001005200uqsikL=1237.68KNqpkAp=267
2、.91KNQ Quk=uk=1505.591505.59KNJ16C17J20C21C15J18 层 号土层名称压缩模量Es(Mpa)重度(KN/m3)q qsik(Kpa)q qpk(Kpa)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3.1017.8030.015001.702.002.001.901.501.702-2粉质粘土9.9819.4015.025005.307.308.008.606.007.603-1重粉质粘土3.117.8030.015000.000.003.103.200.003.403-2
3、重粉质粘土2.2317.1050.020005.504.000.000.004.770.003-3粉质粘土夹砂3.4917.900.025000.000.000.000.000.000.004残积土4.2718.000.025000.000.000.000.000.000.005-1强风化泥质粉砂岩7.8420.200.025000.000.000.000.000.000.00桩桩 长长(m)12.5012.5013.3013.3013.1013.1013.7013.7012.2712.2712.7012.70规范经验参数法桩桩 径径(m)(m)0.3770.3770.3770.3770.37
4、70.3770.3770.3770.3770.3770.3770.377Quk=Qsk+Qpk=uqsikLi+qpkApq qpk(Kpa)300030003000300030003000300030003000300030003000 Rd = Rsk/s+Rpk/p = UpfsiLi/s+fpAp/pF Fpk(KN)334.88334.88334.88334.88334.88334.88Fsk=UpfsiLi(KN)480.27437.63323.34334.00442.37316.23Quk(KN)815.15772.51658.22668.88777.25651.11Rd(KN)
5、509.47509.47482.82482.82411.39411.39418.05418.05485.78485.78406.95406.95s1.61.61.61.61.61.61.61.61.61.61.61.6p1.61.61.61.61.61.61.61.61.61.61.61.6u(m)=1.1841.1841.1841.1841.1841.184Ap()=0.11160.11160.11160.11160.11160.1116C19J22J12C29C13C11C30J14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
6、(m) 阻力土层厚度(m)阻力土层厚度(m)1.501.901.701.002.001.901.601.707.808.502.504.003.802.703.704.804.202.600.900.000.000.000.000.000.000.006.606.516.487.516.755.500.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 13.5013.5013.0013.0011.7011.7011.5111.5112.2812.2812.1112.1112.0512.0512.0012.000.377
7、0.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3770.3773000300030003000300030003000300030003000300030003000300030003000334.88334.88334.88334.88334.88334.88334.88334.88341.10310.90527.64492.11522.31560.21522.31477.38675.99645.78862.53827.00857.20895.10857.20812.26422.49422.49403.6
8、2403.62539.08539.08516.87516.87535.75535.75559.44559.44535.75535.75507.67507.671.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.1841.1841.1841.1841.1841.1841.1841.1840.11160.11160.11160.11160.11160.11160.11160.1116 C52 层 号土层名称压缩模量Es(Mpa)重度(KN/m3)q qsi
9、k(Kpa)q qpk(Kpa)阻力土层厚度(m)2-1重粉质粘土3.1017.8040.015000.302-2粉质粘土9.9819.4022.0250011.403-1重粉质粘土3.117.8055.015000.003-2重粉质粘土2.2317.1082.020000.003-3粉质粘土夹砂 3.4917.9085.025000.004残积土4.2718.0084.025000.405-1强风化泥质粉砂岩 7.8420.2085.025001.00桩桩 长长(m)13.1013.10规范经验参数法桩桩 径径(m)(m)0.4000.400Quk=Qsk+Qpk=uqsikLi+qpkAp
10、q qpk(Kpa)29002900 Rd = Rsk/s+Rpk/p = UpfsiLi/s+fpAp/pF Fpk(KN)364.43Fsk=UpfsiLi(KN)479.28Quk(KN)843.71Rd(KN)527.32527.32s1.61.6p1.61.6u(m)=1.257Ap()=0.1257J88C53J94C59J95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)1.200.801.001.000.7011.3013.6010.2012.4013.400.300.200.800.000.000.000.000.000.000.
11、000.000.000.801.000.200.400.000.000.000.000.500.500.500.500.5013.7013.7015.1015.1013.3013.3014.9014.9014.8014.800.4000.4000.4000.4000.4000.4000.4000.4000.4000.4002900290030003000285028502950295029502950364.43376.99358.14370.71370.71489.08483.43526.41553.30480.41853.51860.42884.55924.01851.12533.44533.44537.76537.76552.84552.84577.50577.50531.95531.951.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.2571.2571.2571.2571.2570.12570.12570.12570.12570.1257