310-318In this study the properties of hot bituminous mix containing ferrochromium slag with neat and styrene-butadiene-styrene modified binders have been investigated. The ferrochromium slag is used as coarse aggregate and total aggregate. Three different binders, B 50/70, B 160/220 and B 160/220+3% SBS, are used in mixtures. The physical and mechanical properties of polymer modified binders and binder-aggregate mixes are evaluated in terms of their fundamental engineering properties such as dynamic shear rheometer (DSR), rotational viscometer (RV) for binders, Marshall stability, indirect tensile stiffness modulus, tensile strength and moisture susceptibility for mixtures. It has been concluded through the laboratory tests that...
Research and application concerning the use of environmentally friendly materials and technologies i...
Bu çalışmada, modifiyer olarak kullanılan Stiren-Butadien-Stiren’in (SBS), bitümlü bağlayıcıların ıs...
Abstract: To determine the behavior of hot mix asphalt including different penetration grade bitumen...
In this study the properties of hot bituminous mix containing ferrochromium slag with neat and styre...
Bu çalışmada ferrokrom cürufunun bitümlü sıcak karışımlarda agrega olarak kullanılabilirliği araştır...
This paper discusses the effect of using blast furnace iron slag as a part of fine aggregate on the ...
The effort of constructing durable roads with higher standards has required to research the usage of...
Warm Mix Asphalt (WMA) is a modified asphalt concrete, obtained by using organic, chemical or foamin...
The crumb rubber used to produce asphalt rubber binders can be obtained either through the ambient g...
Abstract: In this study, the performances of bitumen and asphalt mixtures modified by crumb rubber (...
The environmental sustainability of road materials and technologies plays a key role in pavement eng...
The combined usage of additive in the same binder is a new research area among the highway engineers...
Many physical and chemical factors affect the rheological properties of crumb rubber modifier (CRM) ...
Ferrochromium slag is a byproduct of ferrochromium production via the smelting of chromite ores. Eve...
This thesis presents a study of laboratory evaluation on the properties of modified bitumen in Hot ...
Research and application concerning the use of environmentally friendly materials and technologies i...
Bu çalışmada, modifiyer olarak kullanılan Stiren-Butadien-Stiren’in (SBS), bitümlü bağlayıcıların ıs...
Abstract: To determine the behavior of hot mix asphalt including different penetration grade bitumen...
In this study the properties of hot bituminous mix containing ferrochromium slag with neat and styre...
Bu çalışmada ferrokrom cürufunun bitümlü sıcak karışımlarda agrega olarak kullanılabilirliği araştır...
This paper discusses the effect of using blast furnace iron slag as a part of fine aggregate on the ...
The effort of constructing durable roads with higher standards has required to research the usage of...
Warm Mix Asphalt (WMA) is a modified asphalt concrete, obtained by using organic, chemical or foamin...
The crumb rubber used to produce asphalt rubber binders can be obtained either through the ambient g...
Abstract: In this study, the performances of bitumen and asphalt mixtures modified by crumb rubber (...
The environmental sustainability of road materials and technologies plays a key role in pavement eng...
The combined usage of additive in the same binder is a new research area among the highway engineers...
Many physical and chemical factors affect the rheological properties of crumb rubber modifier (CRM) ...
Ferrochromium slag is a byproduct of ferrochromium production via the smelting of chromite ores. Eve...
This thesis presents a study of laboratory evaluation on the properties of modified bitumen in Hot ...
Research and application concerning the use of environmentally friendly materials and technologies i...
Bu çalışmada, modifiyer olarak kullanılan Stiren-Butadien-Stiren’in (SBS), bitümlü bağlayıcıların ıs...
Abstract: To determine the behavior of hot mix asphalt including different penetration grade bitumen...