14.40 16.00 45.3 298.4 343.6 458.4 14.40 23.60 37.5 439.1 476.7 599.1 16.40 5.00 63.1 89.8 152.9 189.8 16.40 6.20 61.5 112.0 173.5 292.0 16.40 16.00 47.8 298.4 346.1 458.4 16.40 23.60 39.1 439.1 478.2 599.1 18.40 5.00 64.7 89.8 154.5 189.8 18.40 6.20 63.4 112.0 175.3 292.0 18.40 16.00 49.4 298.4 347.8 458.4 18.40 23.60 40.2 439.1 479.3 599.1 20.40 5.00 65.3 89.8 155.1 189.8 20.40 6.20 64.2 112.0 176.1 292.0 20.40 16.00 50.3 298.4 348.7 458.4 20.40 23.60 40.7 439.1 479.8 599.1 22.40 5.00 65.3 89.8 155.1 189.8 22.40 6.20 64.2 112.0 176.1 292.0 22.40 16.00 50.3 298.4 348.7 458.4 22.40 23.60 40.7 439.1 479.8 599.1 24.40 5.00 64.7 89.8 154.5 189.8 24.40 6.20 63.4 112.0 175.3 292.0 24.40 16.00 49.4 298.4 347.8 458.4 24.40 23.60 40.2 439.1 479.3 599.1 26.40 5.00 63.1 89.8 152.9 189.8 26.40 6.20 61.5 112.0 173.5 292.0 26.40 16.00 47.8 298.4 346.1 458.4 26.40 23.60 39.1 439.1 478.2 599.1 28.40 5.00 59.7 89.8 149.5 189.8 28.40 6.20 58.0 112.0 170.0 292.0 28.40 16.00 45.3 298.4 343.6 458.4 28.40 23.60 37.5 439.1 476.7 599.1 30.40 5.00 54.1 89.8 143.8 189.8 30.40 6.20 52.7 112.0 164.7 292.0 30.40 16.00 42.1 298.4 340.5 458.4 30.40 23.60 35.6 439.1 474.7 599.1 32.40 5.00 46.7 89.8 136.5 189.8 32.40 6.20 45.9 112.0 157.8 292.0 32.40 16.00 38.3 298.4 336.7 458.4 32.40 23.60 33.2 439.1 472.4 599.1 34.40 5.00 38.5 89.8 128.3 189.8 34.40 6.20 38.2 112.0 150.1 292.0 34.40 16.00 34.2 298.4 332.6 458.4 34.40 23.60 30.7 439.1 469.8 599.1 36.40 5.00 30.1 89.8 119.8 189.8 36.40 6.20 30.2 112.0 142.2 292.0 36.40 16.00 29.8 298.4 328.2 458.4 36.40 23.60 27.9 439.1 467.0 599.1 38.40 5.00 21.8 89.8 111.5 189.8 38.40 6.20 22.4 112.0 134.4 292.0 38.40 16.00 25.5 298.4 323.8 458.4
38.40 23.60 25.1 439.1 464.2 599.1 40.40 5.00 14.2 89.8 103.9 189.8 40.40 6.20 15.3 112.0 127.3 292.0 40.40 16.00 21.3 298.4 319.7 458.4 40.40 23.60 22.3 439.1 461.4 599.1 42.80 5.00 7.1 89.8 96.8 189.8 42.80 6.20 8.6 112.0 120.6 292.0 42.80 16.00 16.8 298.4 315.2 458.4 42.80 23.60 19.1 439.1 458.2 599.1
验算给定点下卧土层承载力
计算点 深度 pz pcz pz + pcz 鉘faz (m) (m) (kPa) (kPa) (kPa) (kPa)
0.00 5.00 7.1 89.8 96.8 189.8 0.00 6.20 8.6 112.0 120.6 292.0 0.00 16.00 16.8 298.4 315.2 458.4 0.00 23.60 19.1 439.1 458.2 599.1
***pz -- 下卧层顶面处的附加应力值(kPa) ***pcz -- 下卧层顶面处土的自重压力值(kPa)
***faz -- 下卧层顶面处经深度修正后的地基承载力值(kPa)
是否满足满足！ 满足！ 满足！ 满足！