某单桩承载力及桩基沉降计算表格

1、单桩承载力计算桩径d桩长l 侧摩阻特征值 深度 侧摩阻特征值深度 端阻力特征值 桩径修正系数(m)(m)(kpa)强风化(m)(kpa)中风化 (m)(kpa)1.220605167.515795 0.8735804650.820605167.5157951120605167.515795 0.928317767220605167.5157950.73680631.515605167.510795 0.8109602660.815605167.5107951115605167.510795 0.928317767215605167.5107950.73680631.510605167.5579

2、5 0.8109602660.810605167.5579511.210605167.55795 0.873580465110605167.55795 0.9283177671.215605167.510795 0.8735804651.220605167.515795 0.873580465210605167.557950.736806318605167.53795 0.92831776711560167.515795 0.9283177671.21560167.515795 0.8735804651.51560167.515795 0.81096026621560167.5157950.7

3、368063单桩承载力未修正单桩承载力特征值桩身混凝土承载力比端阻力(kn) (kn)（m3）(kn/m3) (kn)11496.16810042.8277822.608 444.21567 785.05887464.4087464.40810.048742.875399.4089455.3258777.54618815.7 559.07938 579.339920158.814853.1308362.8 236.514821839.2910706.418758682.48019826.49375 327.71805 1138.7255360.6085360.6087.536 711.3333

4、3399.4086825.5756336.30254111.775 538.11487 579.339914899.310977.898147.1 233.076391839.296761.793755483.54605917.6625 310.46262 1138.7253256.8083256.8085.024648.25399.4085184.7684529.31203911.304 400.68224 785.05884195.8253895.0588947.85 496.18585 579.33998340.4687286.06991216.956 429.70452 785.058

5、811496.16810042.8277822.608 444.21567 785.05889639.87102.66536831.4 226.199531839.293143.9252918.5614356.28 464.73908 579.33998513.3257903.07085111.775 671.17375 579.339910365.7689055.33242716.956 534.04886 785.058813238.0437510735.5274826.49375 405.20981 1138.72518274.813464.9877747.1 285.880841839

6、.29单桩承载力计算桩端平面以下附加应力计算（单排桩、单桩）明德林解法系数n=/l土层厚分层厚度 所在层桩长桩径长/径系数m n0=0zzildl/dm=z/l ipisz020.080.08201.2 16.666671.004174.44.67 423.605422.082.08 中风化201.2 16.666671.104181.858 73.6749724.082 泥岩201.2 16.666671.2044.970.965 30.1817526.082201.2 16.666671.3042.290.639 18.1377528.082201.2 16.666671.4041.325

7、0.469 12.6556230.082201.2 16.666671.5040.8710.367 9.597094n1=3.6/20=0.18总附加应力自重应力桩顶荷载准永久值ipisz1要计算的桩0号0.1220.873 19.22954442.8349243807694461.1870.818 19.9982593.6732165419.5283.90494461.6470.665 17.5167647.6985035457.5291.50494461.3070.52 13.7326131.8703582495.5299.10494460.9530.412 10.7280723.3836

8、914533.52106.70494460.7040.33 8.48335818.0804521571.52114.3049446ziscisc is2.0桩顶荷载准永久值土层压 平均附加变形s总变形修正系数影响范围内的桩0号桩1号桩缩模量 应力（kpa）(mm)（未修正）9446 0.078171 0.07817143.29446 0.078171 0.07817143.2 268.25407 12.915949446 0.078171 0.07817143.270.68586 3.2724949446 0.078171 0.07817143.2 39.7844308 1.8418729446 0.078171 0.07817143.2 2