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Image of ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT

Skripsi

ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT

Septarina, Heni - Personal Name;

Penilaian

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Penilaian anda saat ini :  

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 40 tons of similar to 21-22 axels a single passing.


Availability
Inventory Code Barcode Call Number Location Status
1407003270T107235T1072352014Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1072352014
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2014
Collation
ix, 63 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
625.707
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
Prodi Teknik Sipil
Perkerasan jalan
Specific Detail Info
-
Statement of Responsibility
Furika
Other version/related

No other version available

File Attachment
  • ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT
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