附件13预制桩.docx
钻孔编号地层编号层底深度(m)土层厚度Ii(m)极限侧阻力标准值qsk(kPa)qsik×Ii(kNm)ZqSik×Ii(kNm)桩长(m)极限端阻力标准值qpk(kPa)桩径d=0.60(m)桩径d2=0.70(m)桩径d3=0.80(m)qpkAp(kN)Qukl(kN)qpkAp2(kN)Quk2(kN)qpkAp3(kN)QUk3(kN)2012.005.28-40-211.2015.803.8076288.8021.806.0080480.0022.720.928174.52632.1216.060002160.0036772940.0047103840.00586324.722.0081162.00794.1218.060002160.0040662940.0051643840.00638126.722.0081162.00956.1220.060002160.0044552940.0056173840.0069003013.305.66-40-226.4017.003.7076281.2021.504.5080360.0023.642.1481173.34588.1416.060002160.0035722940.0045873840.00572225.642.0081162.00750.1418.060002160.0039602940.0050403840.00624027.642.0081162.00912.1420.060002160.0043492940.0054943840.006759机顶标高：393.40m：桩身周长:u=2.40m>9=2,80m,U3=3.20m:桩端面积APl=O.360r112,Ap2=0.490m2»Ap3=0.640m2<>计算公式：QUk=UE(q$ikXli)+qpkXAp钻孔编号地层编号层底深度(m)土层厚度Ii(m)极限侧阻力标准值qsk(kPa)qsik×Ii(kNm)ZqSik×Ii(kNm)桩长(m)极限端阻力标准值qpk(kPa)桩径d=0.60(m)桩径d2=0.70(m)桩径d3=0.80(m)qpkAp(kN)Qukl(kN)qpkAp2(kN)Quk2(kN)qpkAp3(kN)QUk3(kN)4812.404.90-40-196.0016.504.1076311.6023.406.9080552.0023.500.10818.10675.7016.060002160.0037822940.0048323840.00600225.502.0081162.00837.7018.060002160.0041702940.0052863840.00652127.5()2.0081162.00999.7020.060002160.0045592940.0057393840.0070396512.304.96-40-198.4016.604.3076326.8019.202.6080208.0023.344.1481335.34671.7416.060002160.0037722940.0048213840.00599025.342.0081162.00833.7418.060002160.0041612940.0052743840.00650827.342.0081162.00995.7420.060002160.0045502940.0057283840.007026机顶标高：393.40m：桩身周长:u=2.40m>9=2,80m,U3=3.20m:桩端面积APl=O.360r112,Ap2=0.490m2»Ap3=0.640m2<>计算公式：QUk=UE(q$ikXli)+qpkXAp钻孔编号地层编号层底深度(m)土层厚度Ii(m)极限侧阻力标准值qsk(kPa)qsik×Ii(kNm)ZqSik×Ii(kNm)桩长(m)极限端阻力标准值qpk(kPa)桩径d=0.60(m)桩径d2=0.70(m)桩径d3=0.80(m)qpkAp(kN)Qukl(kN)qpkAp2(kN)Quk2(kN)qpkAp3(kN)QUk3(kN)7511.905.02-40-200.8016.004.1076311.6017.801.8080144.0022.885.0881411.48666.2816.060002160.0037592940.0048063840.00597224.882.0081162.00828.2818.060002160.0041482940.0052593840.00649025.300.428134.02-125.800.508040.0026.881.088187.48989.7820.060002160.0045352940.0057113840.0070079112.005.13-40-205.2015.203.2076243.2018.002.8080224.0022.874.8781394.47656.4716.060002160.0037362940.0047783840.00594124.872.0081162.00818.4718.060002160.0041242940.0052323840.00645926.872.0081162.00980.4720.060002160.0045132940.0056853840.006978机顶标高：393.40m；桩身周长：u=2.40m,U2=2.80uj=3.20m;桩端面积APi=O.360mJAp2=0.490m2Ap3=0.640m2o计算公式：QUk=UE(q$ikXli)+qpkXAp
