塔基地层描述

容许承载力/kPa

地下水位 /m

极限侧阻力/kPa

极限端阻力/kPa

0.0~1.7 m，粉质粘土，软塑，q_c = 500 kPa，f_s = 35 kPa

60

1.2

34

—

1.7~4.6 m粉质粘土，可塑，q_c = 1400 kPa，f_s = 60 kPa

160

48

—

4.6~8.0 m中粗砂，饱和，中密，q_c = 7500 kPa，f_s = 20kPa

230

50

—

8.0~11.8 m淤泥质土，流塑，q_c = 450 kPa，f_s = 5 kPa

50

18

—

11.8~12.9 m粉土，饱和，稍密，q_c = 3000 kPa，f_s = 35 kPa

100

28

—

12.9 m以下含碎石粉质粘土，可塑–硬塑，q_c = 1500 kPa，f_s = 160 kPa

170

74

500