English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

The use of crumb rubber modified bitumen (CRMB) in asphalt mixes is a road engineering technology\udthat has become increasingly important in recent years. Given the many economic and environmental\udbenefits of this type of binder, the goal is to give CRMB the same level of performance as conventional polymermodified\udbitumen. The appearance and propagation of cracks due to fatigue phenomena is one of the most\udcommon distresses affecting road pavements. Since crumb rubber enhances the mechanical properties of asphalt\udmixes, it can provide a viable solution for fatigue cracking. This paper presents the results of a comparative\udanalysis of the fatigue-cracking behavior of asphalt mixtures manufactured with crumb rubber modified bitumen\udand polymer-modified bitumen.El empleo de betunes modificados con polvo de neum??tico usado en la fabricaci??n\udde mezclas bituminosas es una de las t??cnicas que mayor auge est?? teniendo en los ??ltimos a??os en la\udingenier??a de carreteras. Dadas sus grandes ventajas econ??micas y ambientales, este tipo de ligantes pretende\udconseguir prestaciones similares a la de los betunes modificados con pol??meros utilizados habitualmente.\udLa aparici??n de fisuras debido a fen??menos de fatiga es una de las patolog??as m??s comunes en firmes de\udcarretera. Debido a las mejoras de las propiedades mec??nicas del bet??n aportadas tras la incorporaci??n\udde polvo de neum??tico, las mezclas fabricadas con estos ligantes se postulan como una posible soluci??n a\uddicho problema. En este art??culo se lleva a cabo un an??lisis comparativo del comportamiento a fisuraci??n\udpor fatiga realizado sobre mezclas bituminosas fabricadas con bet??n modificado con polvo de neum??tico y\udcon pol??meros

Evaluation of the fatigue macro-cracking behavior of crumb rubber modified bituminous mixes