TY - JOUR
T1 - Understanding the drying shrinkage performance of alkali-activated slag mortars
AU - Ye, Hailong
AU - Cartwright, Christopher
AU - Rajabipour, Farshad
AU - Radlińska, Aleksandra
N1 - Publisher Copyright:
© 2016 Elsevier Ltd
PY - 2017/2/1
Y1 - 2017/2/1
N2 - In this work, drying shrinkage of four alkali-activated slag (AAS) mortars, prepared using various types/dosages of activator, was characterized at four different levels of relative humidity (RH) and two drying regimes (i.e. direct and step-wise drying). The results show that drying shrinkage values of AAS are significantly dependent on the drying rate, as AAS shrinks more when the RH is decreased gradually, instead of directly. At high RH, the drying shrinkage of AAS exhibits a considerable visco-elastic/visco-plastic behavior, in comparison to ordinary portland cement (OPC). It is concluded that the cause of high-magnitude shrinkage in AAS mortar is due to the high visco-elastic/visco-plastic compliance (low creep modulus) of its solid skeleton. Furthermore, the activator affects the shrinkage behaviors of AAS by influencing the pore structure and mechanical properties.
AB - In this work, drying shrinkage of four alkali-activated slag (AAS) mortars, prepared using various types/dosages of activator, was characterized at four different levels of relative humidity (RH) and two drying regimes (i.e. direct and step-wise drying). The results show that drying shrinkage values of AAS are significantly dependent on the drying rate, as AAS shrinks more when the RH is decreased gradually, instead of directly. At high RH, the drying shrinkage of AAS exhibits a considerable visco-elastic/visco-plastic behavior, in comparison to ordinary portland cement (OPC). It is concluded that the cause of high-magnitude shrinkage in AAS mortar is due to the high visco-elastic/visco-plastic compliance (low creep modulus) of its solid skeleton. Furthermore, the activator affects the shrinkage behaviors of AAS by influencing the pore structure and mechanical properties.
UR - http://www.scopus.com/inward/record.url?scp=85001976328&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85001976328&partnerID=8YFLogxK
U2 - 10.1016/j.cemconcomp.2016.11.010
DO - 10.1016/j.cemconcomp.2016.11.010
M3 - Article
AN - SCOPUS:85001976328
SN - 0958-9465
VL - 76
SP - 13
EP - 24
JO - Cement and Concrete Composites
JF - Cement and Concrete Composites
ER -