Abstract
This paper is devoted to investigate the effect of internal curing technique on the
properties of self-compacting concrete (SCC). In this study, SCC is produced by using silica
fume (SF) as partial replacement by weight of cement with percentage of (5%), sand is partially
replaced by volume with saturated fine lightweight aggregate (LWA) which is thermostone
chips as internal curing material in three percentages of (5%, 10% and 15%) for SCC, two
external curing conditions water and air. The experimental work was divided into three parts: in
the first part, the workability tests of fresh SCC were conducted. The second part included
conducting compressive strength test and modulus of rupture test at ages of (7, 28 and 90). The
third part included the shrinkage test, at ages (7, 14, 21, 28) days. The results show that
internally cured SCC has the best workability, and the best properties of hardened concrete
which include (compressive strength and modulus of rupture) then the externally cured SCC
with both water and air as compared with reference concretes. Also, the hardened properties of
internally cured SCC with replacement percentage of (10%) by thermostone chips is the best as
compared with that of percentages (5% and 15%) for both external curing conditions. In general,
the results of shrinkage test, showed reduction in shrinkage of internally cured SCC as compared
with reference concrete.
properties of self-compacting concrete (SCC). In this study, SCC is produced by using silica
fume (SF) as partial replacement by weight of cement with percentage of (5%), sand is partially
replaced by volume with saturated fine lightweight aggregate (LWA) which is thermostone
chips as internal curing material in three percentages of (5%, 10% and 15%) for SCC, two
external curing conditions water and air. The experimental work was divided into three parts: in
the first part, the workability tests of fresh SCC were conducted. The second part included
conducting compressive strength test and modulus of rupture test at ages of (7, 28 and 90). The
third part included the shrinkage test, at ages (7, 14, 21, 28) days. The results show that
internally cured SCC has the best workability, and the best properties of hardened concrete
which include (compressive strength and modulus of rupture) then the externally cured SCC
with both water and air as compared with reference concretes. Also, the hardened properties of
internally cured SCC with replacement percentage of (10%) by thermostone chips is the best as
compared with that of percentages (5% and 15%) for both external curing conditions. In general,
the results of shrinkage test, showed reduction in shrinkage of internally cured SCC as compared
with reference concrete.
Keywords
internal curing
self-compacting concrete
silica fume.
thermostone chips