Numerical Analysis of Reflective Cracking of Continuous Reinforced Composite Pavement under Multifactor Coupling

Table 5

Orthogonal test results of K values of the reflective cracking tip.

Test no.	K1	K2	K3
Test 01	−47,705	48,104	3,712
Test 02	8,482	24,474	6,940
Test 03	23,097	29,583	10,938
Test 04	7,820	22,976	5,429
Test 05	20,188	25,808	7,733
Test 06	−36,418	53,275	10,373
Test 07	−2,991	26,515	8,193
Test 08	17,257	53,200	10,375
Test 09	22,354	23,370	5,986
Test 10	22,495	29,981	10,507
Test 11	−1,846	21,301	5,036
Test 12	38,656	54,331	7,642
Test 13	65,618	49,329	6,396
Test 14	−3,236	33,169	11,942
Test 15	8,665	22,577	5,726
Test 16	11,541	34,678	12,819
Test 17	70,089	46,795	5,940
Test 18	−1,877	26,848	8,406