桩计算

qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.55.16.98土层土层顶土层λi深度标高厚度(m)li(m)(m)02.470.61.34.31.871.17-1.83-2.50.138.0679.266112.62124.344103.62296.738.8579487.040872.534148.365-2.631.8-4.431.1-5.532.72014-11-20

31#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li10.7-8.233.27278.0436.3815981.25218.19075-11.517.8-15.33973.7297kN19.9797kN534.98849kN土层土层顶土层深度标高厚度(m)li(m)(m)00.72.431.730.83-1.87-2.557.78.30.074.34361686.813856.52263.7.76966130.561239.5131.88-2.572.7-5.270.6-5.872.4118.8186.51621#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.5λi1..310.7-8.273.23274.31.0435981.25215.52175-11.517.7-15.27944.6533kN1925.9033kN522.29661kN桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=第 1 页，共 9页

***241793408.xls***2014-11-20

qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)00.71..32.51.80.9-1.8-2.557.78.3-2.5-5.2-5.802.70.62.43.3011#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.5056.52263.760130.561239.5131.881.25220.1925118.8186.5163616810.7-8.2-11.517.7-15.2280.40.385桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.5947.181kN1928.431kN522.1977kN土层土层顶土层深度标高厚度(m)li(m)(m)00.51.3456.58.52.141.0.84-1.86-2.50.3622.3235.042466120140103.62188.4219.824.5296872.534131.88109.9981.25209.5165-2.861.5-4.362-6.3621#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*liλi10.5-8.363.14266.9419.033-11.517.8-15.66桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=965.kN1947.14kN第 2 页，共 9页

***241793408.xls***

Uk=∑Um*qsk*li+A*qpk=8.36018kN2014-11-20

qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)00.91..42.461.560.96-1.94-2.55.233#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.50.2414.8823.3616118.8186.5161507235.510.9916.35312130.56121.855.495981.25230.8685-2.742.77.9-5.442.510.4-7.940.1-11.517.8-15.3410.5-8.043.46294.1461.737桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.5918.1046kN19.36kN8.12782kN土层土层顶土层深度标高厚度(m)li(m)(m)00.81.345.27.58.62.261.460.96-1.74-2.50.4427.2842.8296101.2158.88466133103.62208.8129.98072111.218872.534104.405981.25217.5235-2.942.3-5.241.1-6.341.928#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*liλi10.5-8.243.26277.1435.047-11.517.2-14.94桩端⑥-142⑥-242∑Um*qsk*li=949.1906kN第 3 页，共 9页

***241793408.xls***

R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=1930.4406kN535.66202kN2014-11-20

qskqpk土层(kPa)(kPa)①-1①-2桩顶②-162②-2③④⑤-1⑤-26244607085λi土层土层顶土层深度标高厚度(m)li(m)(m)012.281.28-2.52.620-5.1200-5.120-5.120-5.121.1-6.222.10023#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.70.70.726000.550000.57.47.47.47.48.50000103.62230.79000072.534115.395981.25212.18556614710.6-8.323.18270.3424.371-11.517.5-15.22759.281桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk(kPa)(kPa)kN1740.531kN400.1145kN土层土层顶土层深度标高厚度(m)li(m)(m)00.62.620.5-1.8-2.55.36.88.110-2.7-4.2-5.5-7.40.21.51.31.94.112.4667813319.468103.62122.46208.8113.627672.53485.722104.405981.25273.572513#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li土层①-1①-2②-1②-2桩顶③④⑤-1⑤-2λi62620.7446070850.70.726000.550000.52.14.4348.57.145桩端⑥-142⑥-242-11.518.3-15.7第 4 页，共 9页

***241793408.xls***

∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=1001.503kN1982.753kN9.8611kN2014-11-20

qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)01.12.65.23.442.340.84-1.76-2.56.18.38.38#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.50.169.9296.8027315.5744151.9760428.6110.90208106.38320214.305981.25182.8265-2.662.2-4.860-4.863.912.2-8.762.74232.9365.653-11.519.1-15.66桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.5961.8134kN1943.0634kN514.41678kN土层土层顶土层深度标高厚度(m)li(m)(m)01.22.95.168.98.93.452.250.55-1.65-2.50.053.101684.8670263.763.4069140.23240131.88-2.552.9-5.450-5.452.4127.6200.3323#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*liλi11.3-7.853.65310.3487.0925981.25243.625-11.519.5-16.05桩端⑥-142第 5 页，共 9页

***241793408.xls***

⑥-242956.0515kN1937.3015kN519.06555kN2014-11-20

∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)00.91.74.22.481.580.78-1.72-2.55.26.48.135#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.50.2213.21.414852.810216182.6160.14252.7714.9903658.0272112.098126.385981.25238.8755-2.721.2-3.921.7-5.622.310.4-7.923.58304.3477.751-11.517.6-15.12桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2桩端4460708562620.70.70.726000.550000.5994.9718kN1976.2218kN550.37606kN土层土层顶土层深度标高厚度(m)li(m)(m)00.51.84.25.278.22.421.920.62-1.78-2.50.2817.3627.255279.272161124.344113.04252.7719.07887.040879.128126.385981.25228.1995-2.781.8-4.581.2-5.782.3-11.5第 6 页，共 9页

30#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*liλi10.5-8.083.42290.7456.399***241793408.xls***

⑥-1⑥-24242973.8082kN1955.0582kN539.83194kN17-14.582014-11-20

∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)00.42.34.12.412.010.11-1.69-2.55.37.37.825#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.50.3924.1837.96268830175138.17.1274.7526.5738296.71232.97137.375-2.2-4.0.5-5.392.510.3-7.3.61306.9481.75981.25240.87725-11.517.3-14.979.7271kN1960.9771kN534.50807kN土层土层顶土层深度标高厚度(m)li(m)(m)00.72.431.730.83-1.77-2.557.18.50.074.3492.4841406.8138145.068131.88219.84.76966101.7692.316109.9-2.572.1-4.671.4-6.07215#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-24460708562620.70.70.726000.550000.5λi1..210.5-8.073.43291.57.7335981.25228.86675第 7 页，共 9页

***241793408.xls***

桩端⑥-142⑥-242961.2953kN1942.53kN537.40001kN∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=-11.518.4-15.972014-11-20

qskqpk土层(kPa)(kPa)①-1①-2②-1②-2桩顶③④⑤-1⑤-2446070856262λi土层土层顶土层深度标高厚度(m)li(m)(m)00.41..22.632.231.03-1.57-2.55.29910#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li0.70.70.726000.550000.50.074.3401336.81380208.814.76966183.75280104.405-2.573.8-6.370-6.371.9167.2262.50410.9-8.273.23274.31.0435981.25215.52175-11.518.6-15.97909.1713kN10.4213kN508.44921kN土层土层顶土层深度标高厚度(m)li(m)(m)02.32.70.40.4-1.7-2.3-2.579-4.3-6.31.821.579.2120105124.344188.41.8587.0408131.8882.425第 8 页，共 9页

5#孔0.5qsk*liUm*qsk*liA*qpkλi*Um*qsk*li桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=qskqpk土层(kPa)(kPa)①-1①-2②-1②-2③桩顶④⑤-160706262440.70.70.726000.5λi2.34.45***241793408.xls***

⑤-28550000.510.5-7.8-11.518.8-16.1971.359kN3.7314.93.7652014-11-20

981.25246.8825桩端⑥-142⑥-242∑Um*qsk*li=R=∑Um*qsk*li+A*qpk=Uk=∑Um*qsk*li+A*qpk=1952.609kN8.2283kN第 9 页，共 9页