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Please use this identifier to cite or link to this item: https://cuir.car.chula.ac.th/handle/123456789/33255
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dc.contributor.advisorสุเชษฐ์ ลิขิตเลอสรวง-
dc.contributor.authorวีรยุทธ โกมลวิลาศ-
dc.contributor.otherจุฬาลงกรณ์มหาวิทยาลัย. คณะวิศวกรรมศาสตร์-
dc.date.accessioned2013-07-19T14:23:16Z-
dc.date.available2013-07-19T14:23:16Z-
dc.date.issued2553-
dc.identifier.urihttp://cuir.car.chula.ac.th/handle/123456789/33255-
dc.descriptionวิทยานิพนธ์ (วศ.ม.)--จุฬาลงกรณ์มหาวิทยาลัย, 2553en_US
dc.description.abstractalternativeThis paper presents a study of time-temperature dependent behaviors of asphaltic concrete AC40/50, AC60/70 and AC80/100. The samples of dense grade hotmixed asphalt were mixed according Marshall Method. Limestone with the nominal size of 12.5 mm and asphalt cement penetration grade of AC40/50, AC60/70 and AC80/100 were employed in this study for aggregate and asphalt binder respectively. All specimens were prepared using the Superpave gyratory compactor and tested according to the static indirect tensile test, the dynamic indirect tensile test, the static uniaxial compression test and the dynamic uniaxial compression test known as the Dynamic Creep test. During test, the temperatures were controlled at 10℃, 25℃, 40℃ and 55℃ respectively and the strain rates were controlled at 5, 15, 50 and 150 mm/minute respectively for static modes. The results can be used to construct the relationships between stress and strain, elastic modulus and strain and permanent deformation and numbers of cycles. Moreover, the results can be used to find resilient modulus and simplified as the empirical equations for approximated permanent deformation of asphaltic concrete. These could be employed in the flexible pavement design.en_US
dc.language.isothen_US
dc.publisherจุฬาลงกรณ์มหาวิทยาลัยen_US
dc.relation.urihttp://doi.org/10.14457/CU.the.2010.1495-
dc.rightsจุฬาลงกรณ์มหาวิทยาลัยen_US
dc.subjectแอสฟัลต์คอนกรีต -- การทดสอบen_US
dc.subjectคอนกรีต -- การทดสอบen_US
dc.subjectความเครียดและความเค้นen_US
dc.subjectการควบคุมอุณหภูมิen_US
dc.subjectAsphalt concrete -- Testingen_US
dc.subjectConcrete -- Testingen_US
dc.subjectStrains and stressesen_US
dc.subjectTemperature controlen_US
dc.titleการศึกษาพฤติกรรมที่ขึ้นกับเวลาและอุณหภูมิของแอสฟัลติกคอนกรีต AC40/50, AC60/70 and AC80/100en_US
dc.title.alternativeA study of time-temperature dependent behaviors of asphaltic concrete AC40/50, AC60/70 and AC80/100en_US
dc.typeThesisen_US
dc.degree.nameวิศวกรรมศาสตรมหาบัณฑิตen_US
dc.degree.levelปริญญาโทen_US
dc.degree.disciplineวิศวกรรมโยธาen_US
dc.degree.grantorจุฬาลงกรณ์มหาวิทยาลัยen_US
dc.email.advisorSuched.L@Chula.ac.th-
dc.identifier.DOI10.14457/CU.the.2010.1495-
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