高速公路路基土方計算斷面圖示例

1、京新高速路基工程斷面圖申報單位：京新高速 5標段項目部挖=895.567 設(shè)計高=936,825 地面高=946,280 填挖高=-9.45549000 填=0.000 挖=464.245 設(shè)計高=935,889 地面高=942,715 填挖高=-6.826 左坡腳:-31.361/942.782 右坡腳:45.174/950,92749072 填=0.000左坡腳:-25,860/939.321右坡腳：63,193/962,54349133 填=0.000 挖=1109.722 設(shè)計高=937,365 地面高=953,700 填挖高=-16.335 左坡 腳:-34.353/945.035

2、右坡腳:55.083/958,59649163 填=0.000 挖=627,464 設(shè)計高=937,544 地面高=943,530 填挖高=-5,985 左坡 腳:-23,540/938.189右坡腳:57.243/960,50449145 填=0.000 挖=835.844 設(shè)計高=937,443 地面高=948,726 填挖高=-11.283 左坡 腳:-29,497/942.852 右坡腳:56.052/959,45049169.4 填=0.000 挖=749,245 設(shè)計高=937,576 地面高=945,280 填挖高=-7,704 左坡 腳:-26,350/940.468 右坡腳：

3、57,124/960,44049151 填=0.000 挖=712.992 設(shè)計高=937,479 地面高=948,880 填挖高=-11.401 左坡 腳:-28,680/942.234 右坡腳:55.810/959,29249181.5 填=0.000 挖=879,252 設(shè)計高=937,627 地面高=945,460 填挖高=-7,833 左坡 腳:-31,993/945.035 右坡腳:56.322/959,85049157 填=0.000 挖=589,260 設(shè)計高=937,513 地面高=943,831 填挖高=-6,318 左坡 腳:-26,129/940.228 右坡腳:56,

4、946/960.23549200 填=0,000 挖=1158.126 設(shè)計高=937,689 地面高=948,842 填挖高=-11.153 左坡 腳:-53,451/957.464右坡腳:54,498/958,4531967 8 91a11213 1415161720設(shè)計高=937,709地面高=961,492填挖高=-23.783左坡49220 填=0.000 挖=1685.189 設(shè)計高=937,731 地面高=956,264 填挖高=-18.533 左坡挖=2394.756右坡腳:70.050/968,00049279.8 填=0.000 腳:-61,852/962,38719 20

5、21填挖高=-21.099左坡49240 填=0.000 挖=2281.783 設(shè)計高=937,749 地面高=964,900 填挖高=-27.151 左坡49289 填=0.000 挖=2257.133 設(shè)計高=937,686 地面高=958,7851417 1849262 填=0.000 挖=2840.949 設(shè)計高=937,739 地面高=973,183 填挖高=-35.444 左坡 腳:-55,355/959.040 右坡腳:68.592/967,05849306.7 填=0.000 挖=2395.224 設(shè)計高=937,626 地面高=959,040 腳:-71,788/968.92

6、9 右坡腳:70.384/968,1401345 6 7 8 9填挖高=-21.414左坡49268 填=0.000 挖=2603.598 設(shè)計高=937,731 地面高=966,366 填挖高=-28.635 左坡 49320.6 填=0.000 挖=2653.628 設(shè)計高=937,566 地面高=963,790 填挖高=-26.224 左坡 腳:-57,290/960.580 右坡腳：69,390/967,582腳:-81,020/974.602 右坡腳：68,855/967.0601249340 填=0.000 挖=2636.100 設(shè)計高=937,461 地面高=963,468 填挖

7、高=-26.007 左坡 腳:-83.576/976.543 右坡腳：65,472/964,70049387 填=0.000 挖=1832.042 設(shè)計高=937,110 地面高=958,755 填挖高=-21.645 左坡 腳:-71,288/968.083右坡腳:54.336/957,74649351.5 填=0.000 寸g =2299.740 設(shè)計高=937,388 地面高=963,356 填挖高=-25.968 左坡49410 填=0.000 挖=2049.400 設(shè)計高=936,888 地面高=962,607 填挖高=-25.719 左坡49363 填=0.000 挖=2051.5

8、32 設(shè)計高=937,307 地面高=957,731 填挖高=-20.424 左坡49425 填=0.000 挖=2064.054 設(shè)計高=936,725 地面高=963,155 填挖高=-26.430 左坡49378 填=0.000 挖=1932.039 設(shè)計高=937,188 地面高=957,815 填挖高=-20.627 左坡 腳:-75,567/969.864 右坡腳:55,956/959.11949439.3 填=0.000 挖=1841.166 設(shè)計高=936,557 地面高=963,173 填挖高=-26.616 左坡 腳:-55,699/958.142右坡腳:50,902/95

9、4.44649496 填=12.518 挖=526.762 設(shè)計高=935.765 地面高=941.104 填挖高=-5.339 左坡 腳:-25.732/932.897右坡腳:51.118/953.82649446.4 填=0.000 g=1655.967 設(shè)計高=936.469 地面高=958.836 填挖高=-22.367 左坡 腳:-51.438/954.646 右坡腳:49.543/953.27049452 填=0.000 挖=1423.705 設(shè)計高=936.397 地面高=958.211 填挖高=-21.814 左坡 腳：-44.646/950.945 右坡腳：47.327/95

10、2.11249517 填=0.000 挖=720.283 設(shè)計高=935.420 地面高=948.140 填挖高=-12.720 左坡 腳:-25.563/937.700右坡腳:48.271/951.20449476 填=0.000 挖=388.068 設(shè)計高=936.067 地面高=941.196 填挖高=-5.129 左坡 腳:-25.457/938.260 右坡腳：51.478/954.41749535.5 填=0.000 g=726.993 設(shè)計高=935.094 地面高=949.610 填挖高=-14.516 左坡 腳:-28.295/939.560 右坡腳:42.562/948.3

11、9449482.6 填=0.000 挖=364.614 設(shè)計高=935.970 地面高=937.020 填挖高=-1.050 左坡 49550 填=0.000 挖=697.522 設(shè)計高=934.823 地面高=946.555 填挖高=-11.732 左坡腳:-18.595/935.714 右坡腳：51.912/954.667腳:-36.396/943.876 右坡腳：39.961/946.38949563 填=0.000 挖=550.785 設(shè)計高=934,569 地面高=944,029 填挖高=-9.460 左坡 腳:-36.339/943.585 右坡腳:37.127/944,24649

12、638 填=132.162 挖=6.938 設(shè)計高=933,069 地面高=928,129 填挖高=4.940 左坡 腳:-28,608/933.420右坡腳:29.644/929,23649580 填=0.000 挖=362.580 設(shè)計高=934,229 地面高=940,966 填挖高=-6,737 左坡 腳:-31,021/940.878 右坡腳:34.794/942,35149660 填=293.803 挖=10,984 設(shè)計高=932,629 地面高=925,380 填挖高=7.249 左坡 腳:-33,215/927.185右坡腳:29.600/934,66049600 填=0.0

13、00 挖=253,331 設(shè)計高=933,829 地面高=938,619 填挖高=-4,790 左坡 腳:-28,019/938.077 右坡腳:29.071/939,05449680 填=233.477 挖=2.719 設(shè)計高=932,229 地面高=927,331 填挖高=4.898 左坡 腳:-34,161/923.848右坡腳：24,485/931,51649620 填=9.253 挖=39,027 設(shè)計高=933,429 地面高=934,500 填挖高=-1,071 左坡 腳:-19,251/933.704 右坡腳:24,894/935.80849700 填=292.717 挖=2.

14、437 設(shè)計高=931,829 地面高=928,335 填挖高=3.494 左坡 腳:-41,626/920.262右坡腳:29,557/927.58149720 填=604.480 挖=5.604 設(shè)計高=931.429 地面高=922.757 填挖高=8.672 左坡 腳:-50.367/917.278 右坡腳:32.530/924.24849800 填=1844.000 挖=1.389 設(shè)計高=929.847 地面高=908.642 填挖高=21.205 左坡 腳:-64.145/907.459右坡腳:65.269/907.00049740 填=869.862 挖=7.432 設(shè)計高=9

15、31.029 地面高=919.243 填挖高=11.786 左坡 腳:-65.972/907.937 右坡腳：49.165/918.13249820 填=1133.470 腳:-65.388/906.924挖=2.049 設(shè)計高=929.499右坡腳:73.900/903.407地面高=921.484填挖高=8.015左坡地面高=913.765 填挖高=16.863 左坡地面高=920.982 填挖高=8.203 左坡49760 填=1419.912 挖=2.259 設(shè)計高=930.628 腳:-65.533/907.544 右坡腳:45.544/917.67549840 填=782.299

16、腳:-36.159/923.794挖=8.360 設(shè)計高=929.185 右坡腳:75.218/903.14349780 填=1687.032 挖=0.732 設(shè)計高=930.228 地面高=906.268 填挖高=23.960 左坡 49860 填=592.892 挖=6.814 設(shè)計高=928.904 地面高=913.514 填挖高=15.390 左坡 腳:-64.655/907.584 右坡腳：48.422/914.952腳:-33.358/924.149 右坡腳：43.172/915.200挖=10.303 設(shè)計高=928,656地面高=916,017 填挖高=12,639 左坡498

17、80 填=532,006腳：49960 填=48,760 挖=23,274 設(shè)計高=927,998 地面高=926,347 填挖高=1,651 左坡 腳:-24,075/927.133右坡腳:25,885/925,274左坡挖=10.418 設(shè)計高=928,441=919,405 填挖高=9.036地面高49900 填=605,013腳：49980 填=34,634 挖=50,694 設(shè)計高=927,917 地面高=927,088 填挖高=0,829 左坡 腳:-25,631/930.274右坡腳:26,354/924,45549920 填=697,076 腳:-26,532/926,990挖

18、=5,788 設(shè)計高=928,260地面高 右坡腳:42,451/916,398=911,121 填挖高=17,139左坡50000 填=18,857 挖=62,594 設(shè)計高=927,869 地面高=927,853 填挖高=0,016 左坡腳:-27,322/931.580右坡腳:24,996/925,71449940 填=310,940 腳:-29,557/923,794挖=3,620 設(shè)計高=928,112 地面高=921,545 填挖高=6,568 左坡 右坡腳:26,760/924,76050020 填=14,782 挖=85,194 設(shè)計高=927,855 地面高=928,424 填挖高=-0,569 左坡 腳:-28,923/932.847右坡腳:25,259/925,5001250040 填=13.760 挖=106.365 設(shè)計高=927,873 地面高=928,940 填挖高=-1.067 左坡腳:-30.192/933.882 右坡腳：24,568/925,97