ANALISA OVERLAY DENGAN LENDUTAN BALIK MAKSIMUM PADA JALAN Dr. MUCHTAR LUTHFI
DOI:
https://doi.org/10.30606/aptk.v6i2.98Keywords:
reverse deflection, overlay thick, bekleman beamAbstract
Measurement of deflection caused by traffic loads can be connected to the pavement thicknessrequirements. Needs pavement thickness (overlay) with reverse deflection analysis tested the tool benklemanbeam. Benkleman beam test is one way to do the assessment reverse deflection pavement structure behindwhich does not damage the structure (non destructive field tests). Forth maximum vertical deflection thatoccurs on the surface of the road due to the load carried on sta eliminated. 0+000 up to 6+000 influenced bythe weather, the age of the plan, the development of traffic danAE18KSAL.References
BinaMarga, 1996. Central Quality Control
Monitoring Unit.Jakarta.
C,M,Huang et al, 2006, Physical and
Environmental Properties of Asphalt
Mixtures Containing Incenator Bottom
Ash, National Taiwan University, Taiwan.
David Croney and Paul Croney, Design and
Performance of Road Pavements, Third
Edition, 1998, McGraw Hill, New York.
G.W. Flintsch, 2008, Composite pavement
systems Synthesis of Design and
Construction Prastices, Virginia Tech
Transportation Institue.
LaboratoriumJalan Raya FT UNRI, 2004.
PenunutunPraktikumJalan Raya
TeknikSipilUniversitas Riau. Pekanbaru.
Lin Li et al, 2009, Mechanical Performance of
Pavement Geomaterials Stabilized with Fly
Ash in Field Applications, Jackson State
University, Jackson Mississippi.
Paul H Wright Norman J Ashford,
Tranportation Engineering, Fourth Edition,
, John Wiley & Sons.
Yang H Huang, Pavement Analysis and Design,
, Prentice Hall Englewood Cliff, New
Jersey.