Reliability Evaluation of Pavement Life-Cycle Assessment Model

Table 2

Converting matrix of probability density function [12].

DQI		5.0	4.5	4.0	3.5	3.0	2.5	2.0	1.5	1.0
Parameters of beta distribution	Shape function	(5,5)	(4,4)	(3,3)	(2,2)	(1,1)	(1,1)	(1,1)	(1,1)	(1,1)
	Interval endpoint	10	15	20	25	30	35	40	45	50