Show simple item record

dc.contributor.advisorUluçaylı, Mehmet
dc.contributor.authorEren, Adem
dc.date.accessioned2021-05-01T14:29:01Z
dc.date.available2021-05-01T14:29:01Z
dc.date.submitted1994
dc.date.issued2018-08-06
dc.identifier.urihttps://acikbilim.yok.gov.tr/handle/20.500.12812/562588
dc.description.abstract
dc.description.abstractABSTRACT Although it may vary form... to country, highway construction investments constitute a high portion in rural transportation investments and expenditures. Especially, construction of the freeways may have even important negative impacts on the country's budget. Today, the construction cost of the pavement of a rural highway represents about 60% of the total cost of the construction in Turkey. Hence, a very careful and realistic design of the pavement is indispensable for satisfactory performance as well as economical solutions. At the beginning of a highway project, the priority for the design engineer is to take into consideration and to assure the required strength and load carrying capacity of the highway. In fact, there will always be different solutions or alternatives which may give satisfactory results, but only one of them will be the most economical solution. For important roads, sometimes an increase of 1 cm in pavement thickness, or the use of one material instead of another may have an important effect on the total cost. Hence precision and trial of the different alternatives may lead to more economical solutions. In this study, a computer aid design method based on AASHTO Guide procedures offers this opportunity to designer. The computer program presented in the study facilitates to obtain precise results and to test different data combinations. First, AASHTO Method of design, revised again in 1986, is introduced and then above mention computer program developed for flexible highway pavements is presented in detail. Computer program developed by the author minimized the assumptions thereby reducing technical and especially human errors. The use of the program shortens also the time for pavement design men_US
dc.languageEnglish
dc.language.isoen
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAttribution 4.0 United Statestr_TR
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectİnşaat Mühendisliğitr_TR
dc.subjectCivil Engineeringen_US
dc.titleDesign of the flexible highway pavements by a computerized Aashto method
dc.typemasterThesis
dc.date.updated2018-08-06
dc.contributor.departmentDiğer
dc.subject.ytmAASHTO method
dc.subject.ytmComputer aided design
dc.subject.ytmRoads
dc.identifier.yokid35912
dc.publisher.instituteFen Bilimleri Enstitüsü
dc.publisher.universityDOKUZ EYLÜL ÜNİVERSİTESİ
dc.identifier.thesisid35912
dc.description.pages68
dc.publisher.disciplineDiğer


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

info:eu-repo/semantics/openAccess
Except where otherwise noted, this item's license is described as info:eu-repo/semantics/openAccess