A platform for research: civil engineering, architecture and urbanism
Laboratory Performance of Pervious Concrete Subjected to Deicing Salts and Freeze-Thaw
Significant research and development have occurred for pervious concrete, but its acceptance in cold climates is still limited. Vulnerability to freeze-thaw and salt exposure has led to uncertainty about its long-term performance. Additionally, the current standardized freeze-thaw testing procedure is not recommended for pervious concrete, as it is not representative of field conditions. This study employed testing processes that are more representative of field conditions to determine the effects of the inclusion of sand as a fine aggregate; fly ash, slag and silica fume as cementitious alternatives, and construction practices on freeze-thaw durability and deicing salts exposure of pervious concrete. The use of pervious concrete itself is considered a best management practice in stormwater management; possibility of substituting cement with a waste product such as fly ash, slag and silica fume promotes sustainability even further.
Laboratory Performance of Pervious Concrete Subjected to Deicing Salts and Freeze-Thaw
Significant research and development have occurred for pervious concrete, but its acceptance in cold climates is still limited. Vulnerability to freeze-thaw and salt exposure has led to uncertainty about its long-term performance. Additionally, the current standardized freeze-thaw testing procedure is not recommended for pervious concrete, as it is not representative of field conditions. This study employed testing processes that are more representative of field conditions to determine the effects of the inclusion of sand as a fine aggregate; fly ash, slag and silica fume as cementitious alternatives, and construction practices on freeze-thaw durability and deicing salts exposure of pervious concrete. The use of pervious concrete itself is considered a best management practice in stormwater management; possibility of substituting cement with a waste product such as fly ash, slag and silica fume promotes sustainability even further.
Laboratory Performance of Pervious Concrete Subjected to Deicing Salts and Freeze-Thaw
I. Anderson (author) / D. Walsh (author) / L. Oka (author) / M. M. Dewoolkar (author) / S. Limberg (author) / A. Sevi (author) / E. Schmeckpeper (author)
2015
36 pages
Report
No indication
English
Road Transportation , Transportation & Traffic Planning , Urban Administration & Planning , Administration and Planning , Snow, Ice, & Permafrost , Management Practice , Composite Materials , Transportation , Construction Equipment, Materials, & Supplies , Civil Engineering , Laboratory analysis , Performance (Engineering) , Pervious concrete , Deicing salts , Fly ash , Transportation planning , Transportation research , Freeze-thaw conditioning , Best management practice (BMP) , Aggregate , Salt exposure
Freeze Thaw and Deicing Resistance of Concrete
British Library Conference Proceedings | 1995
|Freeze-Thaw Resistance of Field and Laboratory Produced Portland Cement Pervious Concrete
British Library Conference Proceedings | 2016
|Freeze-thaw resistant pervious concrete and preparation method thereof
European Patent Office | 2021
|