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ReserarchID
29X40
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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This study is to examine the nature of the stress and strain by using permeable asphalt and Quarsite Dolomite Stone with But on Natural Asphal. But on Natural Asphal is a type of modified asphalt is made of75% oiland25% asphalt bitumen extraction of stones, permeable porous asphalt road asphalt pavement. In the laboratory tests on strains that result aret strength: 1.95M pa for the stress:0, 012 vertical strain on the quality of the Buton Natural Asphal 3%, to 2.05 M pastress: 0,03 vertical strain on the quality of the Buton Natural Asphal 4%, to 1.75 Mpa stress: 0,031 vertical strain on the quality of the Buton Natural Asphal 5.5%. For the compressive strength test Result is the maximum quality Buton Natural Asphal is 4% and The results of Ever Stress FE analysis for multilayer soil-rigid are vertical decrease 0.5 mm, vertical micro strain (εz) + 0 s/d 200 on deepness 150 mm, and for multilayer soil-rigid-asphalt results vertical decrease (Uz) + 0.64 mm on the surface and + 0.4 mm on the deepness of 50 mm, and vertical micro stength (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 decrease each point 1. 535 mm, 1.535 mm, 4.505 mm, 2.45 mm, 4.19 mm, dan 3.61 mm, and micro stength C1 to C4 0.36, -37.68, 44.44, 43.48, and the results of test Multilayer soil-rigid-asphalt are vertical decrease 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 stength is 655.
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