Deterioration modelling of flexible pavements with modified bitumen in wearing course

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dc.contributor.authorDeori, Sanjay
dc.date.accessioned2019-10-23T06:17:11Z
dc.date.accessioned2023-10-19T12:35:01Z
dc.date.available2019-10-23T06:17:11Z
dc.date.available2023-10-19T12:35:01Z
dc.date.issued2018
dc.descriptionSupervisors: Ranjan Choudhary and Devesh Tiwarien_US
dc.description.abstractIndia is developing its highway infrastructure through widening and rehabilitation of existing national highways under different phases of National Highway Development Program (NHDP). The NHDP road network is considered as a high speed road corridor of India. Use of modified bituminous binders have increased manifold in the last decade in India, mainly in the bituminous concrete (BC) hot mix asphalt wearing course of flexible pavements. Because of their enhanced engineering properties, modified binders are preferred to conventional (unmodified) binders. Crumb rubber-modified bitumen (CRMB) and polymer-modified bitumen (PMB) are the most common modified binders used with the intent to improve the pavement performance against large variations in temperatures and continually increasing axle loads on Indian roads.en_US
dc.identifier.otherROLL NO.09610420
dc.identifier.urihttps://gyan.iitg.ac.in/handle/123456789/1379
dc.language.isoenen_US
dc.relation.ispartofseriesTH-2046;
dc.subjectCIVIL ENGINEERINGen_US
dc.titleDeterioration modelling of flexible pavements with modified bitumen in wearing courseen_US
dc.typeThesisen_US
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