《高速公路路基土方计算断面图示例》由会员分享，可在线阅读，更多相关《高速公路路基土方计算断面图示例（10页珍藏版）》请在金锄头文库上搜索。
1、京新高速_断面图 易算土方处理系统 京新高速路基工程断 面 图申报单位：京新高速5标段项目部 绘图软件：易算土方 13121110987654321432149115 填=0.000挖=1551.744设计高=937.230地面高=957.939填挖高=-20.709左坡脚:-36.798/946.529右坡脚:61.167/961.597121110987654321432149100 填=0.000挖=1664.123设计高=937.102地面高=958.182填挖高=-21.080左坡脚:-37.472/946.850右坡脚:64.016/963.36818171615141312111
2、0987654321432149081 填=0.000挖=1010.447设计高=936.919地面高=946.975填挖高=-10.056左坡脚:-26.688/940.078右坡脚:64.483/963.4972019181716151413121110987654321432149072 填=0.000挖=895.567设计高=936.825地面高=946.280填挖高=-9.455左坡脚:-25.860/939.321右坡脚:63.193/962.54316151413121110987654321432149060 填=0.000挖=1011.577设计高=936.692地面高=94
3、8.695填挖高=-12.003左坡脚:-34.479/944.443右坡脚:61.397/961.21210987654321432149043 填=0.000挖=1041.028设计高=936.487地面高=952.100填挖高=-15.613左坡脚:-39.490/947.578右坡脚:51.579/954.91516151413121110987654321432149017 填=0.000挖=584.003设计高=936.139地面高=942.941填挖高=-6.802左坡脚:-38.452/946.537右坡脚:44.248/950.560151413121110987654321
4、432149000 填=0.000挖=464.245设计高=935.889地面高=942.715填挖高=-6.826左坡脚:-31.361/942.782右坡脚:45.174/950.927第10/10页22212019181716151413121110987654321432149200 填=0.000挖=1158.126设计高=937.689地面高=948.842填挖高=-11.153左坡脚:-53.451/957.464右坡脚:54.498/958.453121110987654321432149181.5 填=0.000挖=879.252设计高=937.627地面高=945.460填
5、挖高=-7.833左坡脚:-31.993/945.035右坡脚:56.322/959.8501110987654321432149169.4 填=0.000挖=749.245设计高=937.576地面高=945.280填挖高=-7.704左坡脚:-26.350/940.468右坡脚:57.124/960.44013121110987654321432149163 填=0.000挖=627.464设计高=937.544地面高=943.530填挖高=-5.985左坡脚:-23.540/938.189右坡脚:57.243/960.5041413121110987654321432149157 填=0
6、.000挖=589.260设计高=937.513地面高=943.831填挖高=-6.318左坡脚:-26.129/940.228右坡脚:56.946/960.235121110987654321432149151 填=0.000挖=712.992设计高=937.479地面高=948.880填挖高=-11.401左坡脚:-28.680/942.234右坡脚:55.810/959.29216151413121110987654321432149145 填=0.000挖=835.844设计高=937.443地面高=948.726填挖高=-11.283左坡脚:-29.497/942.852右坡脚:56
7、.052/959.450121110987654321432149133 填=0.000挖=1109.722设计高=937.365地面高=953.700填挖高=-16.335左坡脚:-34.353/945.035右坡脚:55.083/958.59622212019181716151413121110987654321432149320.6 填=0.000挖=2653.628设计高=937.566地面高=963.790填挖高=-26.224左坡脚:-81.020/974.602右坡脚:68.855/967.060181716151413121110987654321432149306.7 填=0
8、.000挖=2395.224设计高=937.626地面高=959.040填挖高=-21.414左坡脚:-71.788/968.929右坡脚:70.384/968.140212019181716151413121110987654321432149289 填=0.000挖=2257.133设计高=937.686地面高=958.785填挖高=-21.099左坡脚:-65.036/964.486右坡脚:69.485/967.6002019181716151413121110987654321432149279.8 填=0.000挖=2394.756设计高=937.709地面高=961.492填挖高=
9、-23.783左坡脚:-61.852/962.387右坡脚:70.050/968.000151413121110987654321432149268 填=0.000挖=2603.598设计高=937.731地面高=966.366填挖高=-28.635左坡脚:-57.290/960.580右坡脚:69.390/967.5821413121110987654321432149262 填=0.000挖=2840.949设计高=937.739地面高=973.183填挖高=-35.444左坡脚:-55.355/959.040右坡脚:68.592/967.0581413121110987654321432
10、149240 填=0.000挖=2281.783设计高=937.749地面高=964.900填挖高=-27.151左坡脚:-52.800/957.005右坡脚:64.773/964.521151413121110987654321432149220 填=0.000挖=1685.189设计高=937.731地面高=956.264填挖高=-18.533左坡脚:-56.828/960.209右坡脚:57.276/960.71810987654321432149439.3 填=0.000挖=1841.166设计高=936.557地面高=963.173填挖高=-26.616左坡脚:-55.699/958
11、.142右坡脚:50.902/954.446121110987654321432149425 填=0.000挖=2064.054设计高=936.725地面高=963.155填挖高=-26.430左坡脚:-57.927/960.092右坡脚:51.991/955.48516151413121110987654321432149410 填=0.000挖=2049.400设计高=936.888地面高=962.607填挖高=-25.719左坡脚:-61.999/961.670右坡脚:52.063/955.7051716151413121110987654321432149387 填=0.000挖=18
12、32.042设计高=937.110地面高=958.755填挖高=-21.645左坡脚:-71.288/968.083右坡脚:54.336/957.7461716151413121110987654321432149378 填=0.000挖=1932.039设计高=937.188地面高=957.815填挖高=-20.627左坡脚:-75.567/969.864右坡脚:55.956/959.119212019181716151413121110987654321432149363 填=0.000挖=2051.532设计高=937.307地面高=957.731填挖高=-20.424左坡脚:-80.515/973.941右坡脚:61.001/961.5651918171615141312111098765
