Experimental Study on the Dielectric Model of Common Asphalt Pavement Surface Materials Based on the L-R Model

Table 3

Linear regression statistical data of four asphalt concrete types.

AC-13			AC-16			SMA-13			SMA-16
c	F		c	F		c	F		C	F
−1	25.60	2.95	−1	26.46	1.57	−1	15.09	14.01	−1	15.22	9.91
−0.9	27.22	1.44	0.9	31.16	0.53	−0.9	15.12	10.86	−0.9	15.29	7.30
−0.8	33.07	0.50	0.8	95.87	0.05	−0.8	15.16	8.22	−0.8	15.41	5.18
−0.7	98.91	0.06	−0.7	76.96	0.07	−0.7	15.22	6.05	−0.7	15.59	3.50
−0.6	110.43	0.05	−0.6	30.88	0.51	−0.6	15.30	4.30	−0.6	15.91	2.21
−0.5	34.17	0.41	−0.5	26.59	1.30	−0.5	15.44	2.92	−0.5	16.54	1.26
−0.4	27.73	1.06	−0.4	25.36	2.39	−0.4	15.66	1.87	−0.4	18.03	0.62
−0.3	25.93	1.96	−0.3	24.84	3.70	−0.3	16.08	1.10	−0.3	22.90	0.23
−0.2	25.19	3.05	−0.2	24.58	5.18	−0.2	17.01	0.57	−0.2	48.07	0.05
−0.1	24.81	4.28	−0.1	24.42	6.80	−0.1	19.51	0.24	−0.1	44.47	0.06
0.1	24.45	7.03	0.1	24.25	10.25	0.1	28.83	0.07	0.1	18.07	0.48
0.2	24.35	8.48	0.2	24.21	12.02	0.2	10.18	0.17	0.2	16.63	0.84
0.3	24.28	9.94	0.3	24.17	13.80	0.3	17.23	0.36	0.3	16.01	1.28
0.4	24.23	11.42	0.4	24.14	15.57	0.4	16.17	0.63	0.4	15.68	1.78
0.5	24.20	12.88	0.5	24.12	17.31	0.5	15.70	0.96	0.5	15.49	2.32
0.6	24.17	14.31	0.6	24.11	19.00	0.6	15.46	1.33	0.6	15.36	2.90
0.7	24.14	15.72	0.7	24.09	20.66	0.7	15.32	1.74	0.7	15.28	3.49
0.8	24.13	17.09	0.8	24.08	22.26	0.8	15.22	2.17	0.8	15.22	4.09
0.9	24.11	18.42	0.9	24.07	23.80	0.9	15.16	2.62	0.9	15.18	4.71
1	24.10	19.70	1	24.07	25.29	1	15.12	3.08	1	15.15	5.32