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Effect of moisture on the compressive strength of low-strength hollow concrete blocks

  • Received : 2019.01.12
  • Accepted : 2019.03.28
  • Published : 2019.04.25

Abstract

In order to study the effect of moisture on the compressive strength of low-strength hollow concrete blocks, an experimental study was carried out on 96 samples of locally manufactured hollow concrete blocks collected from three different locations. Uniaxial compression tests were conducted on dry specimens and three types of saturated specimens with moisture contents of 30%, 50% and 80% respectively. The range of moisture content adopted covered the range within which the concrete block samples are saturated in the dry and monsoon seasons. The compressive strength of low-strength hollow concrete blocks decreases with increase in moisture content and the relationship between compressive strength of hollow concrete blocks and their moisture content can be considered to be linear. However, the strength degradation of 30% moist concrete blocks with respect to dry blocks is relatively low and can be considered to be comparable to dry concrete blocks. A formula indicating the relationship between the moisture content and compressive strength of low-strength hollow concrete blocks is also proposed.

Keywords

References

  1. Al-Amoudi, M.A. and Alwathaf, A.H. (2014), "The behavior of hollow concrete block masonry under axial compression", J. Eng. Sci., 3(2), 32-53.
  2. ASTM (2003a), American Society for Testing and Materials International (ASTM C1552), Capping Concrete Masonry Units, Related Units andMasonry Prisms for Compression Testing, West Conshohocken, PA.USA.
  3. ASTM (2005a), American Society for Testing and Materials International (ASTM C140), Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units, West Conshohocken, PA.USA.
  4. Benjamin Elisha Sawe (2017), Wettest Places on Earth By Annual Rainfall, Retrieved from https://www.worldatlas.com.
  5. Chen, X., Huang, W. and Zhou, J. (2012), "Effect of moisture content on compressive and split tensile strength of concrete", Ind. J. Eng. Mater. Sci., 19, 427-435.
  6. Cook, D.J. and Haque, M.N. (1974), "The effect of sorption on the tensile creep and strength reduction of desiccated concrete", Cement Concrete Res., 4(3), 367-379. https://doi.org/10.1016/0008-8846(74)90102-1
  7. Gayed, M., Korany, Y. and Sturgeon, G. (2012), "Examination of the prescribed concrete block masonry compressive strength in the Canadian masonry design standard, CSA S304.1-04", Proceedings of the 15th International Brick and Block Masonry Conference, Florianopolis, Brazil, June.
  8. Indian Meteorological Department (Ministry of Earth Sciences) (2017), Rainfall Statistics of India-2017, Report No.ESSO/IMD/HS/Rainfall Report/01(2018)/24.
  9. Indian Standards (IS) (2015), Concrete Masonry Units-Specification-Part 1: Hollow and Solid Concrete Blocks, IS 2185, 3rd Rev., Bureau of Indian Standards, New Delhi, India.
  10. Jonaitis, B. and Zavalis, R. (2013), "Experimental research of hollow concrete block masonry stress deformations", Procedia Eng., 57, 473-478. https://doi.org/10.1016/j.proeng.2013.04.061
  11. Liu, B.D., Lv, W.J., Li, L. and Li, P.F. (2014), "Effect of moisture content on static compressive elasticity modulus of concrete", Constr. Build. Mater., 69, 133-142. https://doi.org/10.1016/j.conbuildmat.2014.06.094
  12. Meli, R. et al. (2011), Seismic Design Guide for Low-rise Confined Masonry Buildings, Earthquake Engineering Research Institute, Oakland, CA.
  13. Murthy, A., Ganapathi, S.C., Iyer, N.R., Lakshmanan, N. and Bhagavan, N.G. (2012), "Experimental and numerical investigation on in-plane behaviour of hollow concrete block masonry panels", Comput. Concrete, 10(1), 1-18. https://doi.org/10.12989/cac.2012.10.1.001
  14. Penna, A., Morandi, P., Rota, M., Manzini, C.F., Da Porto, F. and Magenes, G. (2014), "Performance of masonry buildings during the Emilia 2012 earthquake", Bull. Earthq. Eng., 12(5), 2255-2273. https://doi.org/10.1007/s10518-013-9496-6
  15. Sereda, P.J., Feldman, R.F. and Swenson, E.G. (1966), Effect of Sorbed Water on Some Mechanical Properties of Hydrated Portland Cement Pastes and Compacts, Highway Research Board Special Report.
  16. Shoukry, S.N., William, G.W., Downie, B. and Riad, M.Y. (2011), "Effect of moisture and temperature on the mechanical properties of concrete", Constr. Build. Mater., 25(2), 688-696. https://doi.org/10.1016/j.conbuildmat.2010.07.020
  17. Yaman, I.O., Hearn, N. and Akutan, H.M. (2002), "Active and non-active porosity in concrete part I: experimental evidence", Mater. Struct., 35(2), 102. https://doi.org/10.1007/BF02482109

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