Table 8 The results of VECD analysis parameters of LAS test.

From: The high value utilization characteristics of coal gangue powder with emulsified asphalt mastic through rheological and viscoelastic damage theory

Type of mastics

P/B

C0

C1

C2

A

B

R2

Residue

3.43896

0.15421

0.40740

122,662,806

5.01940

0.99646

LP

0.6

10.4906

1.08718

0.26348

66,804,950

4.92577

0.99835

0.9

12.02966

1.28698

0.24791

51,718,337

4.79499

0.99810

1.2

18.96376

3.55268

0.18331

21,938,856

4.77358

0.99731

1.5

18.41606

2.2246

0.22853

15,971,640

4.49517

0.99795

PC

0.6

8.5773

0.54969

0.31834

43,794,112

4.89314

0.99536

0.9

11.87616

1.16015

0.26573

19,730,539

4.79736

0.99856

1.2

22.09447

3.79899

0.19070

15,211,264

4.77154

0.99719

1.5

29.37034

6.51620

0.15957

13,067,760

4.69963

0.99675

CGP

0.6

9.51492

0.94288

0.26594

53,699,456

4.83958

0.99862

0.9

14.46139

1.52573

0.25227

16,726,211

4.74577

0.99851

1.2

23.35342

5.38517

0.16049

11,373,719

4.51889

0.99842

1.5

32.37286

7.12347

0.15924

7,722,634

4.60031

0.99300