Abstract

Fly ash-based geopolymer mortar normally achieves expected properties by heat curing. This becomes one of the obstacles for in-situ applications. The development of high calcium fly ash-based geopolymer mortar, suitable for ambient curing, will gain the applicability of such a material in civil structures. This article reports the results of an experimental study on mortar workability and the increasing of compressive strength of class C fly ash-based geopolymer mortar created in ambient curing condition. The main synthesis parameters such as alkali to the cementitious mass ratio varied from 30% to 40% by an increment of 5% and absolute volume of paste to absolute volume of voids of the aggregate ratio varied from 1 to 2 by an increment of 0.25. These parameters were designed to figure out their individual effects on mortar workability and the mechanical properties for the production of geopolymer mortar. The results suggested that the workability of mortar generally increased by using alkali to the cementitious mass ratio. The compressive strength of 60 MPa and the direct tensile strength of 2.8 MPa, the ratio of alkali to the cementitious mass of 0.35 and absolute volume of paste to absolute volume of voids of the aggregate ratio was 1.5; it was obtained at ambient temperature after 28 days of age. The results will be useful for developing the knowledge for the use of class C fly ash in producing geopolymer concrete, which is currently in progress. Hopefully, this contribution of research will improve the applications of such new binding material in the future.

Highlights

  • In the near future, it is expected that most of the production of construction materials are in accordance with the concept of sustainable development through the utilization of raw materials with lower environmental impact [1,2]

  • The results of workability in terms of flow and effect of alkali to the cementitious mass ratio (A) and absolute volume of paste to absolute volume of voids of the aggregate ratio (Rm) on compressive strength of geopolymer mortar and tensile strength are presented

  • It is found that the flow diameter is increased as the ratio of related to the parameter (Rm) and alkaline concentration (A) is increasing

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Summary

Introduction

It is expected that most of the production of construction materials are in accordance with the concept of sustainable development through the utilization of raw materials with lower environmental impact [1,2]. Fly ash as one of the by-product materials used for geopolymer paste has a double ecological effect that is useful for lower environmental impacts, primarily for to reduce waste and to increase the use of recycled materials. The presence of compounds such as calcium affects the mechanical properties and the workability of fly ash-based geopolymer [4,5,6,7,8,9] It is in line with the Indonesian government policies in the energy sector that allows more coal-burning power plants that build, in turn, hundred millions of tonnes from this by-product such as fly ash that will be produced in Indonesia every year, class C fly ash. As a locally available material, class C fly ash–based geopolymers are, closely related to Indonesia

Research Significance
Detail of the Experiment
Fly Ash
Alkali solution
Local natural river sand
Mixture Proportion of Geopolymer Mortar
Results and Discussions
Flow Measurement in Geopolymer Mortar
Direct Tensile Strength of Geopolymer Mortar
Compressive Strength of Geopolymer Mortar
Conclusions
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