-计算项目：天然工况空港四路互通XMK1+175XMK1+533段边坡稳定计算-计算简图控制参数: 采用规范:通用方法 计算目标:安全系数计算 滑裂面形状: 圆弧滑动法 不考虑地震坡面信息 坡面线段数 24 坡面线号 水平投影(m) 竖直投影(m) 超载数 1 0.000 18.422 0 2 0.000 7.975 0 3 0.000 11.486 0 4 31.717 -0.476 0 5 27.552 -0.413 0 6 0.000 0.500 0 7 13.875 0.175 0 8 0.000 25.413 0 9 0.000 4.306 0 10 34.550 -0.230 0 11 20.000 9.000 0 12 15.772 5.934 0 13 11.303 4.253 0 14 8.891 0.804 0 15 11.317 1.063 0 16 11.346 0.444 0 17 8.982 1.226 0 18 5.418 0.837 0 19 7.242 0.436 0 20 7.243 0.313 0 21 7.810 -0.123 0 22 9.793 1.255 0 23 11.550 2.936 0 24 14.035 3.079 0土层信息 坡面节点数 25 编号 X(m) Y(m) 0 0.000 0.000 -1 0.000 18.422 -2 0.000 26.397 -3 0.000 37.883 -4 31.717 37.407 -5 59.270 36.994 -6 59.270 37.494 -7 73.145 37.669 -8 73.145 63.082 -9 73.145 67.388 -10 107.694 67.158 -11 127.694 76.158 -12 143.467 82.092 -13 154.770 86.344 -14 163.661 87.148 -15 174.978 88.211 -16 186.324 88.655 -17 195.305 89.882 -18 200.723 90.718 -19 207.965 91.155 -20 215.208 91.468 -21 223.018 91.344 -22 232.810 92.600 -23 244.360 95.535 -24 258.396 98.614 附加节点数 33 编号 X(m) Y(m) 1 42.687 3.499 2 102.382 9.692 3 138.397 13.290 4 166.640 15.432 5 206.032 17.941 6 258.396 21.901 7 258.396 50.127 8 226.030 48.060 9 192.244 45.229 10 169.983 42.712 11 150.219 39.889 12 124.129 35.468 13 97.485 31.052 14 36.023 22.619 15 0.000 -4.291 16 258.396 -4.291 17 258.396 70.830 18 209.607 66.026 19 166.891 61.127 20 137.375 55.956 21 120.705 50.895 22 88.594 39.427 23 72.952 35.036 24 41.845 30.091 25 97.835 64.186 26 106.526 65.013 27 125.785 69.943 28 146.695 76.345 29 162.305 80.784 30 179.083 83.072 31 214.074 85.385 32 236.175 88.248 33 258.396 93.192 不同土性区域数 5 区号 重度 饱和重度 粘结强度 孔隙水压 节点 (kN/m3) (kN/m3) (kpa) 力系数 编号 1 22.000 23.000 40.000 - ( 0,1,2,3,4,5,6,7,8,9,10,11,12,13,14,-1,) 2 23.000 24.000 40.000 - ( 1,0,15,16,6,5,4,3,2,) 3 19.500 20.500 40.000 - ( -1,14,13,12,11,10,9,8,7,17,18,19,20,21,22,23,24,-2,) 4 19.000 20.000 40.000 - ( -8,25,26,27,28,29,30,31,32,33,-24,-23,-22,-21,-20,-19,-18,-17,-16,-15,-14,-13,-12,-11,-10,-9,) 5 19.000 20.000 40.000 - ( 25,-8,-7,-6,-5,-4,-3,-2,24,23,22,21,20,19,18,17,33,32,31,30,29,28,27,26,) 区号 粘聚力 内摩擦角 水下粘聚 水下内摩 (kPa) (度) 力(kPa) 擦角(度) 1 70.000 20.000 60.000 15.000 2 500.000 35.000 450.000 30.000 3 50.000 15.000 40.000 10.000 4 10.000 10.000 5.000 5.000 5 35.000 15.000 25.000 10.000 区号 十字板? 强度增 十字板羲? 强度增长系 (kPa) 长系数 下值(kPa) 数水下值 1 - - - -