TY - JOUR
T1 - Experimental study and field application of calcium sulfoaluminate cement for rapid repair of concrete pavements
AU - Guan, Yanhua
AU - Gao, Ying
AU - Sun, Renjuan
AU - Won, Moon C.
AU - Ge, Zhi
N1 - Publisher Copyright:
© 2017, Higher Education Press and Springer-Verlag GmbH Germany.
PY - 2017/9/1
Y1 - 2017/9/1
N2 - The fast-track repair of deteriorated concrete pavement requires materials that can be placed, cured, and opened to the traffic in a short period. Type III cement and Calcium Sulfoaluminate (CSA) cement are the most commonly used fast-setting hydraulic cement (FSHC). In this study, the properties of Type III and CSA cement concrete, including compressive strength, coefficient of thermal expansion (CTE) and shrinkage were evaluated. The test results indicate that compressive strength of FSHC concrete increased rapidly at the early age. CSA cement concrete had higher early-age and long term strength. The shrinkage of CSA cement concrete was lower than that of Type III cement concrete. Both CSA and Type III cement concrete had similar CTE values. Based on the laboratory results, the CSA cement was selected as the partial-depth rapid repair material for a distressed continuously reinforced concrete pavement. The data collected during and after the repair show that the CSA cement concrete had good short-term and long-term performances and, therefore, was suitable for the rapid repair of concrete pavement.
AB - The fast-track repair of deteriorated concrete pavement requires materials that can be placed, cured, and opened to the traffic in a short period. Type III cement and Calcium Sulfoaluminate (CSA) cement are the most commonly used fast-setting hydraulic cement (FSHC). In this study, the properties of Type III and CSA cement concrete, including compressive strength, coefficient of thermal expansion (CTE) and shrinkage were evaluated. The test results indicate that compressive strength of FSHC concrete increased rapidly at the early age. CSA cement concrete had higher early-age and long term strength. The shrinkage of CSA cement concrete was lower than that of Type III cement concrete. Both CSA and Type III cement concrete had similar CTE values. Based on the laboratory results, the CSA cement was selected as the partial-depth rapid repair material for a distressed continuously reinforced concrete pavement. The data collected during and after the repair show that the CSA cement concrete had good short-term and long-term performances and, therefore, was suitable for the rapid repair of concrete pavement.
KW - Calcium Sulfoaluminate (CSA) cement
KW - Type III cement
KW - coefficient of thermal expansion (CTE)
KW - rapid repair
KW - shrinkage
UR - http://www.scopus.com/inward/record.url?scp=85021217905&partnerID=8YFLogxK
U2 - 10.1007/s11709-017-0411-0
DO - 10.1007/s11709-017-0411-0
M3 - Article
AN - SCOPUS:85021217905
SN - 2095-2430
VL - 11
SP - 338
EP - 345
JO - Frontiers of Structural and Civil Engineering
JF - Frontiers of Structural and Civil Engineering
IS - 3
ER -