This paper examines the abrasion resistance of high early-strength concrete developed for rapid repair of highways and bridge decks. The cement types chosen for this study included ASTM Type III, ASTM Type V, and Calcium Sulfoaluminate (CSA) cements. A cement content of 386 kg/m3 (650 lb/yd3) was maintained for all studied concretes. Test samples were tested after 24 hours and 28 days of curing in order to evaluate compressive strength and depth of wear. Test results revealed that the opening time to attain minimum required compressive strength for CSA cement concrete was one hour, whereas the values for Type V and Type III cement concretes were 8.5 and 6 hours, respectively. After 24 hours curing, CSA cement concrete displayed the highest ...
textThe deterioration of today's infrastructure particularly roadways and bridge decks has continued...
The resistance of concrete surfaces to various types of wear can be a defining performance character...
Graduation date: 2010This thesis is the consequence of a research effort undertaken by the School of...
This paper examines the abrasion resistance of high early-strength concrete developed for rapid repa...
This study examines the suitability of ASTM Type V cement concrete for rapid repair applications. To...
This paper examines the freezing and thawing resistance of high early-strength concrete (HESC) devel...
Many concrete structures are required to have sufficient abrasion resistance, such as dams, canals, ...
The selected fast-track Type I Portland cement concretes were studied for resistance to wear at both...
U.S. Transportation Collection2019PDFTech ReportGholami, ShayanHu, JiongKim, Yong-RakUniversity of N...
2017PDFTech ReportHigh early strength cementHigh performance concreteConcrete pavementsPavement main...
This paper examines the influence of aggregate type on the strength characteristics and abrasion res...
In severe climates, the surfaces of concrete sidewalks, parking decks, bridges, canals, dams and oth...
Sustainability of precast/prestressed concrete plant can be promoted by using supplementary cementit...
US Transportation Collection2020PDFTech ReportOzyildirim, H. CelikSharifi, MaryVirginia Transportati...
670531501Final report.PDFTech Reporthttp://library.state.or.us/repository/2010/201010011717435FHWA-O...
textThe deterioration of today's infrastructure particularly roadways and bridge decks has continued...
The resistance of concrete surfaces to various types of wear can be a defining performance character...
Graduation date: 2010This thesis is the consequence of a research effort undertaken by the School of...
This paper examines the abrasion resistance of high early-strength concrete developed for rapid repa...
This study examines the suitability of ASTM Type V cement concrete for rapid repair applications. To...
This paper examines the freezing and thawing resistance of high early-strength concrete (HESC) devel...
Many concrete structures are required to have sufficient abrasion resistance, such as dams, canals, ...
The selected fast-track Type I Portland cement concretes were studied for resistance to wear at both...
U.S. Transportation Collection2019PDFTech ReportGholami, ShayanHu, JiongKim, Yong-RakUniversity of N...
2017PDFTech ReportHigh early strength cementHigh performance concreteConcrete pavementsPavement main...
This paper examines the influence of aggregate type on the strength characteristics and abrasion res...
In severe climates, the surfaces of concrete sidewalks, parking decks, bridges, canals, dams and oth...
Sustainability of precast/prestressed concrete plant can be promoted by using supplementary cementit...
US Transportation Collection2020PDFTech ReportOzyildirim, H. CelikSharifi, MaryVirginia Transportati...
670531501Final report.PDFTech Reporthttp://library.state.or.us/repository/2010/201010011717435FHWA-O...
textThe deterioration of today's infrastructure particularly roadways and bridge decks has continued...
The resistance of concrete surfaces to various types of wear can be a defining performance character...
Graduation date: 2010This thesis is the consequence of a research effort undertaken by the School of...