ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT

SEPTARINA, HENI and Buchari, Erika and Pataras, Mirka (2014) ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT. Undergraduate thesis, Sriwijaya University.

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Abstract

On thc road Mayjen Yusuf Singadekane passlng vehicles not in accordance with tle load transpoR maximum, causing excessive load on the road that affect the life of roads planning. This study aims to analyze the impact of overload vehicle on the flexible pavcment. This calculation uses back deflection method ISBN 979-8382-47-1 to calculate the remaining life of the road. Analyze the Service life pavement based on the cumulative ESAL for each weight change. Calculate the road damage factor with the formulation of empirical on the road class used. Analysis of the influence of the deflection on the remaining life that there was a decrease to 167 days. Of the graph addition of the burden of 20% in each truck 2 axels, tRick 3 axels, and trailer lead to decrease in the age of pavement to be 95,81%, 65,11%, and 93,22% of the planning. Of value calculation road demage factor was found that truck 2 axels as having a load <20 tons of similar to 2-3 axeis a single passing, of value calculation road demage factor was found that truck 3 axels as having a load 20-40 tons of similar to 20 axels a single passing, and of value calculation road demage factor was found that truck 2 axels as having a load >40 tons of similar to 21-22 axels a single passing.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Beban overloading, Struktur Flexible Pavement
Subjects:	T Technology > TN Mining engineering. Metallurgy > TN331-347 Mine transportation, haulage and hoisting. Mining machinery
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	06 Jun 2023 03:00
Last Modified:	06 Jun 2023 03:00
URI:	http://repository.unsri.ac.id/id/eprint/107235

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