Study on the Contact Stress Distribution Model of Asphalt Mixture Particles

Table 7

Experimental load distribution results of pressure film (N).

Asphalt type	Grading	LLLW film (0.2–0.6 MPa)	LLW film (0.5–2.5 MPa)	LW film (2.5–10 MPa)	Total
70#	AC	26	33	65	124
70#	OGFC	69	44	10	123
70#	SMA	70	104	40	214
SBS	AC	17	55	40	112
SBS	OGFC	48	70	44	162
SBS	SMA	48	40	37	125
SHV	AC	19	29	36	84
SHV	OGFC	28	19	32	79
SHV	SMA	33	36	28	97