id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
american_scientific_journal-4941	Nath Ojha, Krishna 	Flexible Pavement Thickness (A Comparative Study Between Standard and Overloading Condition)	2019	23	.pdf	application/pdf	8198	298	58	Standard axle load in design lane 1 100 2 80 -100 3 60 -80 4 50 -75 3.7 Calculation of Equivalent Single Axle Load The equivqlent single axle load (ESAL) was calculated using equition 2, 3 and 4 and values are tabulated in table 8, 9 and 10. The magnitude of damage depends on axle configuration (single, tandem or tridem), number of axles in the vehicle (large number of axles ensures distribution of axles load over a large length of pavement), suspension system, tire pressure and the magnitude of overload.	cache/american_scientific_journal-4941.pdf	txt/american_scientific_journal-4941.txt