钢管桩单桩承载力

土层名称侧阻力端阻力顶面标高土层深度

1素填土：松软00-0.380 2淤泥质粉质粘土：流塑2065-0.38 6.5 3粉质粘土：可塑75210-6.880 4粉土：中密35130-6.880 5粉质粘土：软塑30120-6.888 6--1粘土：硬塑80230-14.880 6--2粉质粘土：可塑50180-14.888.7 7碎石土：稍-中密120400-23.588 8--1砾岩：强风化160500-31.58

8--2砾岩：中风化4002500

单桩承载力91.9吨

2618.019

1565.375

进入是否持力层桩承载力桩径0.6

00桩周长 1.8840

6.5244.92桩端面积0.28260

00侧阻挤土效应10 00桩端闭塞效应00 8452.160 00进入持力层深00

8.7819.54hd/ds00

1.42321.03360

00

00

1837.6536

1.88420

2.1480.6352

1.8843013.9785.628

1.88450 6.2584.04

1.88412051130.4

129.03516

4.7525223.725223.73

2.830158.256158.27

11.740881.712881.71

3.155321.222321.22

9.950932.58932.58

2.160237.384237.38

2.8570375.858375.86