THE EFFECT OF FLOOD CAUSED BY CLIMATE CHANGE TO POROUS ASPHALT PAVEMENT
| Main Author: | Firdaus Chairuddin*, Wihardi Tjaronge |
|---|---|
| Format: | Article |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
https://zenodo.org/record/56070 |
Daftar Isi:
- The test Indirect Tensile Strength for asphalt quality 3%, 4%, 5% are 0.0673, 0.325, 0.2370 subsequently. 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 soil-rigid 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 vertical deflection 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 microstrain is 655.