路基填筑分层公式表(自动计算每层高程及宽度)

1、备注：黄色填充部分为原数据，红色部位需改动。虚铺厚度为30cm，松铺系数1.09 如有问题请联系qq：1925194009,原地表高程,路面设计右1m,路基顶面设计高,填土高度,结构层厚度,路基顶面高程,剩余填土高度（m）,从上数第,2,层顶标高,左宽度,右宽度,层数（18）桩号,右6m,右1m,右13m,右1m,右6m,右13m,右6m,右13m,右6m,右1m,右13m,设计,实测,设计,实测,K59+560,1647.07,1647.248 ,1646.954 ,1652.327 ,1651.707 ,4.459 ,4.75,5.024 ,0.62,1651.820 ,1651.978

2、,0.27,1651.550 ,1651.437 ,1651.708 ,1335,1725,390,14335,14770,435,18K59+580,1648.181,1648.256 ,1647.725 ,1652.255 ,1651.635 ,3.379 ,3.5305,4.094 ,0.62,1651.712 ,1651.819 ,0.27,1651.442 ,1651.365 ,1651.549 ,1335,1665,330,14335,14785,450,15K59+600,1649.388,1648.895 ,1648.052 ,1652.185 ,1651.565 ,2.670

3、 ,2.2165,3.608 ,0.62,1651.605 ,1651.660 ,0.27,1651.335 ,1651.295 ,1651.390 ,1335,1740,405,14335,14680,345,13K59+620,1648.432,1648.478 ,1647.962 ,1652.115 ,1651.495 ,3.017 ,3.066,3.540 ,0.62,1651.498 ,1651.502 ,0.27,1651.228 ,1651.225 ,1651.232 ,1335,1770,435,14335,14665,330,13K59+640,1648.138,1648.7

4、72 ,1648.914 ,1652.045 ,1651.425 ,2.653 ,3.2533,2.430 ,0.62,1651.391 ,1651.344 ,0.27,1651.121 ,1651.155 ,1651.074 ,1335,1635,300,14335,14755,420,12K59+660,1649.741,1650.024 ,1653.018 ,1651.975 ,1651.355 ,1.331 ,1.5436,-1.832 ,0.62,1651.285 ,1651.186 ,0.27,1651.015 ,1651.085 ,1650.916 ,1335,1710,375,

5、14335,14740,405,6K59+680,1650.212,1649.963 ,1655.300 ,1651.904 ,1651.284 ,1.321 ,0.997,-4.196 ,0.62,1651.209 ,1651.104 ,0.27,1650.939 ,1651.014 ,1650.834 ,1335,1680,345,14335,14665,330,5,每3层纵段高程,桩号或,后 视,中视,前 视,仪高,实测高程(m),设计高程(m),偏差,横坡（%）,测点,(m),(m),(m),(m),(mm),实测（+,-）,设计（+,-）,BM2-37,0.743,1657.026,

6、1656.283,ZD1,2.948,3.85,1656.124,ZD2,1.65,3.349,1654.425,K59+560右1m,2.989,1651.436,1651.437 ,-1,6m,2.871,1651.554,1651.550 ,4,13m,2.7118,1651.7132,1651.708 ,5,-2.31 ,-2.26,K59+600右1m,3.123,1651.302,1651.295 ,7,6m,3.0825,1651.3425,1651.335 ,8,13m,3.0372,1651.3878,1651.390 ,-2,-0.72 ,-0.79,K59+660右1m,

7、3.343, ,1651.082,1651.085 ,-3,6m,3.4024,1651.0226,1651.015 ,8,13m,3.50696,1650.91804,1650.916 ,2,1.366 ,1.408,ZD3,4.095,0.305,1658.215,BM2-37,1.934 ,1656.281,1656.283,-2,点号,X,Y,测点,4349747.228 ,519851.836,SN2-31,后视1,4349665.782,519523.569,SN2-32,桩号,设计X坐标,设计Y坐标,实测X坐标,实测Y坐标,偏差,K59+550,4349813.534 ,519803.599 ,4349813.525,519803.591 ,12 ,K59+570,4349804.053,519785.989 ,4349804.067,519785.996 ,16 ,K59+590,4349794.356,519768.497 ,4349794.358,519768.514 ,17 ,K59+610,4349784.49,519751.100 ,4349784.508,519751.098 ,18