EFFECT OF FILLER ON STRENGTH DEVELOPMENT OF EPOXY GROUT

Authors

  • Lim Siong Kang Department of Civil Engineering, Faculty of Engineering & Science, Universiti Tunku Abdul Rahman, Malaysia
  • Mohd Warid Hussin Department of Structures and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia 81310 Johor Bahru, Johor

DOI:

https://doi.org/10.11113/mjce.v20.15755

Keywords:

Slag, Epoxy, Viscosity, Compressive strength.

Abstract

Epoxy grout is used for most structural repair works due to its high strength, adhesive and availability. This study uses epoxy resin and its hardener as binder, graded sand and ground granulated blast furnace slag (GGBFS) as filler to produce the epoxy grout. The objective is to produce a sufficient mix proportion for epoxy grout that has good workability and high strength properties, which can be used as structural repair material. The method used to obtain the mix proportion was by trial mix as determined by flowability and strength of the grout. Several batches of epoxy grouts with different epoxy: hardener: filler ratios were designed and tested for its flowability and compressive strength properties. Finally, the mix proportion with fresh properties, namely viscosity or flowability that fulfills the requirements of ASTM C 881 and has optimum strength development was selected. The optimum compressive strength obtained for epoxy grouts with 5:1:11 epoxy:hardener:filler ratio was above 70 MPa for air cured specimen, which can be considered as high strength repair material. The results for slag based epoxy grout showed that the replacement of slag up to 50% as filler to epoxy mix with proper mix proportion is suitable to be used in concrete structural repairs.

References

ASTM (2001). Standard Test Method for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes (ASTM C 579 - 01).

ASTM (1990). Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete (ASTM C 881 - 90).

ASTM (1981). Standard Specification for Epoxy Resins (ASTM D 1763 - 81) (Re-approved 1988).

ASTM (1986). Test Method for Viscosity of Epoxy Resins and Related Compounds (ASTM D 2393 - 86).

Goulding, T. M. (1994). Epoxy Resin Adhesives. In: Pizzi A., Mittal K. L. (1994) Handbook of Adhesive Technology. New York: Marcel Dekker Inc.. pp. 1-13, 531-546.

Premamoy, G. (1996). Polymer Science and Technology of Plastic and Rubbers. New-Delhi: Tata McGraw-Hill Publishing Company Limited, 287-290.

Potter, W. G. (1975). Uses of Epoxy Resins. London: Newnes-Butterworths, 3-15, 184-204.

Siong Kang, L., Fadhadli, Z., Mohd Warid, H., Zuhairi, A. H., Roswadi, M.(2006). Effect of

Binder Sand Ratio to Basic Properties of Epoxy Grout. Proceeding of Regional Postgraduate Conference on Engineering and Science (RPCES 2006), Johor, Malaysia, 45-50.

Siong Kang, L., Mohd Warid, H., Fadhadli, Z., Zuhairi, A., Roswadi, M.(2006). Effect of GGBFS as Micro-filler to Basic Properties of Epoxy Grout. Proceeding of 1st International Conference on Technology Management (ICTM 2006). Putra Jaya, Malaysia, 50-60.

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Published

2018-05-27

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Section

Articles

How to Cite

EFFECT OF FILLER ON STRENGTH DEVELOPMENT OF EPOXY GROUT. (2018). Malaysian Journal of Civil Engineering, 20(1). https://doi.org/10.11113/mjce.v20.15755