Effect of mineral additives and permeability reducing admixtures having different action mechanisms on mechanical and durability performance of cementitious systems

In this paper,the effect of usage of the permeability reducing admixture(PRA)having different action mechanisms on hardened state properties of cementitious systems containing mineral additives is examined.For this aim,three commercial PRAs were used during investigation.The effective parameters in the first and third PRAs were air-entraining and high-rate air-entraining,respectively.The second one contained the insoluble calcium carbonate residue and had a small amount of the air-entraining property.Mortar mixes with binary and ternary cementitious systems were prepared by partially replacing cement with fly ash and metakaolin.The hardened state properties of mortar mixtures such as compressive strength,ultrasonic pulse velocity,water absorption,drying shrinkage and freeze-thaw resistance were investigated.The ternary cement-based mixture having both fly ash and metakaolin was selected as the most successful mineral-additive bearing mix in regard to hardened state properties.In this sense,PRA-B,with both insoluble residues and a small amount of air-entraining properties,showed the best performance among the mixtures containing PRA.The combined use of mineral additive and PRA had a more positive effect on the properties of the mixes.

Mechanical behavior and permeability properties of sustainable and high-performance anisotropic three-dimensional printable concrete

Three-dimensional printable concrete requires further development owing to the challenges encountered,including its brittle behavior,high cement requirement for the buildability of layers,and anisotropic behavior in different directions.The aim of this study is to overcome these challenges.First,three-dimensional printable concrete mixtures were prepared using silica fume,ground blast furnace slag,and metakaolin,instead of cement,to reduce the amount of cement.Subsequently,the rheological and mechanical behaviors of these concretes were investigated.Second,threedimensional printable concrete mixtures were prepared using 6-mm-long steel and synthetic fibers to eliminate brittleness and determine the effect of those fibers on the anisotropic behavior of the concrete.As a result of this study,it is understood that printable concretes with extremely low permeability and high buildability can be achieved using mineral additives.In addition,results showed that three-dimensional concrete samples containing short steel fibers achieve fracture energies up to 36 times greater than that of plain concrete.Meanwhile,its characteristic length values,as indicators of ductility,are 22 times higher than those of plain concrete.The weakest strength was recorded at the interfaces between layers.The bending and splitting tensile strengths of three-dimensional printed plain concrete samples were 15%and 19%lower than those of casted samples,respectively.However,the addition of fibers improved the mechanical strength of the interfaces significantly.