基础根开基础埋深基础立柱宽地面上立柱高地面下立柱高最下层方形底板宽最下层方形底板高由上至下第2层方形台宽由上至下第2层方形台高由上至下第3层方形台宽由上至下第3层方形台高由上至下第4层方形台宽由上至下第4层方形台高由上至下第5层方形台宽由上至下第5层方形台高由上至下第6层方形台宽mmmmmmmmmmmmmmmm方形底土重法计算基础上拔稳定粘土及粉质粘土粉土砂土参数坚硬、硬塑可塑软塑密实中密稍密砾砂粗、中砂细砂L555555555ht3.43.43.43.43.43.43.43.43.4B1111111111h11h12BhB2h2B3h3B4h4B5h5B6h6γγf0.21.240.51.60.62.40.63.20.50.21.240.51.60.62.40.63.20.500000.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.30.21.240.51.60.62.40.63.20.500001.11.3由上至下第6层方形台高m基础附加分项系数（直线杆塔）基础附加分项系数（耐张（0°）转角及悬垂转角杆塔）1.11.31.11.3f基础附加分项系数（转角、终端、大跨越塔）水平荷载影响系数(HE/TE＜0.4)水平荷载影响系数(HE/TE＜0.7)水平荷载影响系数(HE/TE＜1)土重度上拔角土重法临界深度γγγγf1.60.90.80.751725101.60.90.80.75162081.60.90.80.75151061.60.90.80.751725121.60.90.80.751620121.60.90.80.751510121.60.90.80.751930121.60.90.80.751728121.60.90.80.75162612EEE3kN/mγs°αhcm°基础底板上平面坡角基础底板上平面坡角影响系数ht深度内土和基础的体积m3计算微体积用的埋深或临m界深度m3相邻基础影响的微体积ht深度内的基础体积ht深度外的基础体积m3mkN3θ0γVthtΔVtV0V01QfTETEθ134.28687734.286934.286934.286934.286934.286934.286934.286934.28690.80.80.80.80.80.80.80.80.8108.919395.002372.3361108.91995.002372.3361125.262118.388111.9723.43.43.43.43.43.43.43.43.48.14496484.470640.144138.144964.470640.1441312.883710.84659.0010419.3120.219.3120.219.3120.219.3120.219.3120.219.3120.219.3120.219.3120.219.3120.2基础自重力基础上拔力设计值（直线kN杆塔）(H/T＜0.4)EE基础上拔力设计值（耐张0°转角杆塔）(HE/TE＜0.4)kN429.264429.264429.264429.264429.264429.264429.264429.264429.2641296.69361136.1909.4251296.691136.1909.4251547.6413721266.381097.2023961.319769.5131097.2961.319769.5131309.551160.921071.55基础上拔力设计值（转角kN、终端塔）(HE/TE＜0.4)基础上拔力设计值（直线kN杆塔）(H/T＜0.7)EE基础上拔力设计值（耐张0°转角杆塔）(HE/TE＜0.7)kNTETETETETETETE参数891.47684781.072625.23891.477781.072625.231064.01943.248870.6331195.97651053.23851.7381195.981053.23851.7381419.041262.911169.031011.9801891.195720.7011011.98891.195720.7011200.731068.62989.177822.23385724.096585.57822.234724.096585.57975.593868.253803.706基础上拔力设计值（转角kN、终端塔）(HE/TE＜0.7)基础上拔力设计值（直线kN杆塔）(HE/TE＜1)基础上拔力设计值（耐张kN0°转角杆塔）(HE/TE＜1)基础上拔力设计值（转角kN、终端塔）(HE/TE＜1)1145.6181011.79822.8941145.621011.79822.8941354.741208.371120.35969.36906856.133696.295969.369856.133696.2951146.321022.47947.991787.61236695.608565.74787.612695.608密实粉土中密565.74931.386830.755770.243稍密砾砂砂土粗、中砂细砂粘土及粉质粘土坚硬、硬塑可塑软塑粉砂53.410.21.240.51.60.62.40.63.20.500001.11.31.60.90.80.7515221234.28690.8100.3193.45.8237419.3120.2429.2641128.4954.801775.7761046.38885.401719.3891005.37850.702691.195粉砂