长永高速公路基层顶面承载板测定记录1

长永高速公路基层顶面承载板测定记录1

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页数:5页

时间:2019-10-24

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1、板应力(MPa)应力环读数左侧弯沉仪右侧弯沉仪总冋弹变形分级影响量计算冋弹变形Ei(MPa)备注加载卸载冋弹加载卸载冋弹预压0.058.334161816.5412.50.046.632239166109.50.37299.87290.058.332181418612130.699213.6992行车方向:0.0813.350262420.55.51519.51.290820.7908永安方向0」219.66035252772022.52.689225.1892板长:5.0m板宽:3.5m板厚:

2、24cm0.1626.677413632.5626.531.254.015935.26590.2033.29047431108327357.027942.02790.2541.51024260146108384910.263959.26390.3049.81084266181.51334&557.2514.521971.771992.190.3558.113052782101535767.518.699286.19920.4066.514758892261666074.523.091697.59

3、160.4574.816672942371706780.529.8506110.3500.5083.1195851102501757592.535.4980127.9980.5591.4213100113270185859944.9641143.9640.6099.72431101332851909511453.1394167.1390.70116.3266126140320213107123.53.3884126.888汽车走9385820.515.05.56.75板应力(MPa)应力环读数左

4、侧弯沉仪右侧弯沉仪总冋弹变形分级影响量计算冋弹变形Ei(MPa)备注加载卸载冋弹加载卸载冋弹预压0.058.39092617.5&58.750.17648.9264行车方向:0.046.66.806.82418.55.56.150.28696.4369永安方向0.058.3122102418680.71718.7171板长:5.0m板宽:3.5m板厚:24cm0.0813.31401429.218.21112.51.428513.92850」219.6200203319.813.216.62.3

5、98118.99810.1626.62&8424.840231720.93.980124.88010.2033.23853346.52422.527.756.050833.80080.2541.54673956.52828.533.758.282942.03290.3049.854104466333338.511.420349.9203147.60.3558.165155079384145.514.557860.05780.4066.57522538839.54&550.7517.91046&6

6、6040.4574.884265897445355.521.872577.37250.5083.193316210242606126.426387.42630.5591.4103356811347666730.549897.54980.6099.7110397112150717140.9124111.91240.70116.31294683136568081.5汽车走78698347.540to板应力(MPa)应力坏读数左侧弯沉仪右侧弯沉仪总冋弹变形分级影响量计算冋弹变形Ei(MPa)备注加载卸

7、载回弹加载卸载回弹预压0.058.3//////行车方向:0.046.63024.25.817.812.855.40.18655.5865永女方向0.058.32822619.212.276.50.32276.8227板长:5.0m0.0813.34133823.813.81090.72869.7286板宽:3.5m板厚:24cm0」219.659481126.612.214.412.71.428514.12850」626.670541632.21517.216.62.26611&86610.2

8、033.27457.516.541182319.753.743423.49340.2541.583.26122.251213026.15.781931.8819191.70.3049.89467275921.537.532.257.906440.15640.3558.1101.56932.566254136.7510.077546.82750.4066.5105.87233.873.52746.540.1512.764952.91490.4574.8115754080314944.515.974

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