基于现场测得的摆值、横向力系数及相应的干燥状态、潮湿状态表面温度数据，

Based on the on-site pendulum value, lateral force coefficient and corresponding dry and wet surface temperature data, the current "Highway Subgrade and Pavement Field Test Regulations" (JTG E60-2008) [15] is used to test the field lateral force coefficient The results are corrected for speed and temperature; and the test results of the on-site pendulum value are corrected for temperature by using the regulations and the research results of this article respectively, and converted into the anti-skid value of the standard temperature of 20℃.

Based on the swing value, lateral force coefficient and the corresponding dry state and wet state surface temperature data, the speed correction and temperature correction of the field lateral force coefficient test results are carried out by using the current "Road-based Road-based Road Surface Field Test Procedure" (JTG E60-2008) (15), and the test results of the field swing value are revised by the regulations and the results of this paper, respectively, and converted into a standard temperature of 20 degrees C.

Based on the swing value, lateral force coefficient and the corresponding surface temperature data in dry and wet state, the current "field test specification for highway subgrade and pavement" (JTG) is adopted According to e60-2008 [15], the speed correction and temperature correction are carried out for the field lateral force coefficient test results; and the temperature correction is carried out for the field swing value test results according to the regulations and the research results of this paper, and then converted into the anti sliding value of the standard temperature of 20 ℃.<br>