ENGINEERING PROPERTIES OF COMPOSITE GEOPOLYMER MORTAR
Abstract eng: This study investigates the engineering properties of composite geopolymer mortar manufactured by replacing the slag with metakaolin of 0, 30 and 70% by weight, together with three volumetric ratios of sand of 0, 10, and 30%, respectively. The experimental results show that, with the increase of volumetric ratio of sand, the dynamic modulus of elasticity, ultrasonic wave velocity and thermal conductivity of composite geopolymer increase by 28%, 4.4% and 21.3%, respectively. But the compressive strength and shrinkage of composite geopolymer decrease by 23% and 15.4%, respectively. It is concluded that the addition of sand into the composite geopolymer tends to reduce its shrinkage at the expense of lowering its compressive strength.
Contributors:
Publisher:
Japan Concrete Institute, Tokyo
Conference Title:
Conference Title:
First International Conference on Concrete Sustainability
Conference Venue:
Tokyo (JP)
Conference Dates:
2013-05-27 / 2013-05-29
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-29, last modified 2014-11-18