THE EFFECT OF FLOOD CAUSED BY CLIMATE CHANGE TO POROUS ASPHALT PAVEMENT
Journal Title: International Journal of Engineering Sciences & Research Technology - Year 30, Vol 5, Issue 6
Abstract
The test Indirect Tensile Strength for asphalt quality 3%, 4%, 5% are 0.0673, 0.325, 0.2370 ubsequently. Cantabro test, loss weight for asphalt quality 3%, 4%, 5% are 77.10, 14.56, 9.70 subsequently. Coefficient vertical test permeability 0.1795 for asphalt 3%, 0.2029 for asphalt 4%, and 0.1596 for asphalt 5%, Unconfined Compressive Strength, Modulus elasticity 146.543 and ratio poisson 0.095831 for asphalt 3%, Modulus elasticity 91.450 and Ratio poisson 0.206009 for asphalt 4%, and, Modulus elasticity 32.119 and radio poisson 0.778059 for asphalt 5%, Scanning Electron Microscope (SEM) Oxygen 58.46%, Silicon 2.60%, Aluminium 2.91%, Sodium 5.75%, Calcium 19.11%, Sulfur 7.83 %, Magnesium 3.52%, SiO2 6.73%, Al2O3 6.40%, Na2O 7.45%, CaO 46.25%, SO3 27.05%, MgO 6.12%, The results of EverStressFE analysis for multilayer soil-rigid are vertical deflection 0.5 mm, vertical microstrain (εz) + 0 s/d 200 on deepness 150 mm, and for m ultilayer soil- rigid-asphalt results vertical deflection (Uz) + 0.64 mm on the surface and + 0.4 mm on the deepness of 50 mm, and vertical microstrain vertical (εz) + - 6400 s/d -7200 on the surface, + -4800 s/d -5600 on the deepness of 150 mm. As the result of laboratory test soilrigid are vertical deflection each point 1.535 mm, 1.535 mm, 4.505 mm, 2.45 mm, 4.19 mm, dan 3.61 mm, and microstrain C1 to C4 0.36, -37.68, 44.44, 43.48, and the results of test Multilayer soil-rigid-asphalt are verticaldeflection each point 1.576 mm, 0.075 mm, 3.7 mm, 1.985 mm, 2.48 mm, 0.986 mm, and the value of asphalt course micro strain is 655.
Authors and Affiliations
Firdaus Chairuddin
Keywords
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- EP ID EP133498
- DOI 10.5281/zenodo.56070
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