Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/2897
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dc.contributor.advisorMichael, Michaelen_US
dc.contributor.authorHabib, Eliasen_US
dc.contributor.authorKfoury, Roubaen_US
dc.contributor.authorNasrallah, Samiren_US
dc.date.accessioned2020-12-23T14:32:22Z-
dc.date.available2020-12-23T14:32:22Z-
dc.date.issued2016-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/2897-
dc.descriptionIncludes bibliographical references (p. 85-86).en_US
dc.descriptionSupervised by Dr. Michael Michael.en_US
dc.description.abstractThis projects main concern is pavement design structure. The final goal of this project is to prove that pavement design can be taken to a much higher level by several modifications in the existing code known as AASHO1993. In order to do so this study actually compares between the two main design procedures: AASHO1993 (American Association of State Highway Officials) which is the code still adopted nowadays and the MEPDG2002 (Mechanistic Empirical Pavement Design Guide) being the adjusted code for the future. The main consequence behind this study is to show clearly how much improvements can be integrated into AASHO1993 to lower the thicknesses and costs from one side and also to strengthen the section from another. Another addition took place for pavements cross section which is the replacement of the gravel base by a Cement Treated Base (CTB) and several analyses came into the favor of such a replacement since CTB tends to be much stronger and lasts way longer. This projects study is not doomed to an end yet since many researches must be held to perfectly prove that MEPDG2002 can be adopted instead of AASHO1993 and that all those modifications would not have a negative side impacting the pavement layers.en_US
dc.description.statementofresponsibilityby Elias Habib, Rouba Kfoury, Samir Nasrallahen_US
dc.format.extentxi, 86 p. :ill., tables ;30 cmen_US
dc.language.isoengen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subject.lcshPavements--Design and construction--Standards--Case studiesen_US
dc.subject.lcshPavements--Evaluationen_US
dc.titleCase study : the effect of material characterization on pavement design and pavement distress analysisen_US
dc.title.alternativeThe Effect of material characterization on pavement design and pavement distress analysisen_US
dc.typeProjecten_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2016-06-09-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=http://olib.balamand.edu.lb/projects_and_theses/GP-Civ-227.pdfen_US
dc.identifier.OlibID167599-
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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