路面基层允许弯沉值计算.xls
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1、各各层层允允许许弯弯沉沉值值计计算算各层名称各层季节影响系数Ki各层回弹模量Ei(Mpa)各层回弹模量Ei(Mpa)各层厚度hi(cm)各层允许弯沉值Li(0.01mm)E0/Eihi/L各层当量厚度hi (cm)上面层 中面层 下面层基层底基层垫层F=3.643L0.8519F=1.87L0.612558.756.252.954.837.720第6层1.0012001200424200.0505.50.1414第5层1.0011001100529230.0555.20.1554.95第4层1.0010001000633260.0604.90.1675.65.86第3层1.0560063020
2、45340.0955.10.19716.116.617.120第2层1.104504952083580.1213.50.27314.915.315.818.520第1层1.20285342201981240.1751.90.43813.213.51416.317.720路基1.205060200注:本表只需改写绿色阴影表格内数据,其它完全自动。双双圆圆双双层层体体系系表表面面弯弯沉沉系系数数诺诺模模图图表表E0/E1123456789100.0010.0020.0030.0040.0050.0070.010.0150.020.03h/aLaLaLaLaLaLaLaLaLaL80.030.035
3、0.040.0450.050.0540.0580.0660.0760.0917.50.0310.0360.0410.0460.0510.0560.060.0690.0780.09470.0310.0370.0430.0490.0530.0580.0630.0730.0830.0986.50.0320.0390.0450.0510.0550.060.0680.0770.0880.10360.0330.0410.0490.0530.0570.0630.0720.0820.0930.1095.50.0360.0450.0530.0570.0620.0690.0770.0880.0990.11550.
4、0390.0490.0560.0610.0670.0750.0850.0960.1080.1264.50.0420.0540.0620.0680.0730.0820.0920.1050.1180.13740.0470.060.0690.0760.0820.0920.1040.1190.1320.1523.50.0530.0690.0780.0860.0910.1030.1150.1310.1450.16730.0620.0810.0920.1010.1080.120.1340.1520.1690.1922.50.0730.0960.1090.1190.1290.1430.160.1790.19
5、80.22420.0920.1180.1350.1470.1570.1740.1930.2160.2380.2671.50.1230.1590.180.1940.2070.2280.2520.2770.3030.33710.1840.2270.2660.2880.310.3390.3620.3930.4190.4490.50.3260.3930.4360.460.4810.510.5260.5510.5690.5870.250.5080.6010.6090.6140.6180.6230.6270.6320.6350.6390.001 1.00010.25170.002 2.00010.3160
6、.003 3.00010.4160.004 4.00010.5160.005 5.00010.6150.006 5.00010.7150.007 6.00010.8150.008 6.00010.9150.009 6.00011150.01 7.00011.1140.011 7.00011.2140.012 7.00011.3140.013 7.00011.4140.014 7.00011.5140.015 8.00011.6130.016 8.00011.7130.017 8.00011.8130.018 8.00011.9130.019 8.00012130.02 9.00012.1120
7、.021 9.00012.2120.022 9.00012.31200.511.522.533.544.555.566.577.5800.050.10.150.20.250.30.350.40.450.50.550.60.650.70.023 9.00012.4120.024 9.00012.5120.025 9.00012.6110.026 9.00012.7110.027 9.00012.8110.028 9.00012.9110.029 9.00013110.03103.1100.031103.2100.032103.3100.033103.4100.034103.5100.035103
8、.6 9.00010.036103.7 9.00010.037103.8 9.00010.038103.9 9.00010.039104 9.00010.04114.1 8.00010.041114.2 8.00010.042114.3 8.00010.043114.4 8.00010.044114.5 8.00010.045114.6 7.00010.046114.7 7.00010.047114.8 7.00010.048114.9 7.00010.049115 7.00010.05125.1 6.00010.051125.2 6.00010.052125.3 6.00010.053125
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- 路面 基层 允许 弯沉值 计算