由《建筑桩基技术规范》(JGJ 94—94)表5.2.16-2查得
Ln=(0.7~0.8)L0+3.0
=(0.7-0.8)×17+3.0
=(11.9-13.6)+3.0
=14.9~16.6m
=(3×16+19×4×0.5) ×0.2=17.2kpa>12kpa,取12kpa
=(3×16+19×4+18.5×2×0.5) ×0.3=42.8kpa<60kpa
=(3×16+19×4+18.5×2+(18.5-10) ×6×0.5) ×0.3=56.0kpa<60kpa
de=1.13d=1.13×0.35=0.3955m