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Early age test on sugarcane bagasse ash supplementary cementitious material treated with different water

Early age test on sugarcane bagasse ash supplementary cementitious material treated with... Abstract The aim of the research work is to determine the early age properties of sugarcane bagasse ash cement (SCBA). The early age test investigated in this work is initial and final setting time and compressive strength tests. The test results were compared with ordinary Portland cement. The SCBA were replaced at 0, 5, 10, 15 and 20% proportions of cement content with different types of water like distilled water, seawater and groundwater. Results indicated that compressive strength increases with increasing replacement percentages (0%, 5%, 10%, 15 wt% and 20 wt%) of sugarcane bagasse ash and seawater accelerates the cement hydration at early stage, but retarded the later stage of hydration. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png "Asian Journal of Civil Engineering" Springer Journals

Early age test on sugarcane bagasse ash supplementary cementitious material treated with different water

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Publisher
Springer Journals
Copyright
2018 Springer International Publishing AG
ISSN
1563-0854
eISSN
2522-011X
DOI
10.1007/s42107-018-0006-7
Publisher site
See Article on Publisher Site

Abstract

Abstract The aim of the research work is to determine the early age properties of sugarcane bagasse ash cement (SCBA). The early age test investigated in this work is initial and final setting time and compressive strength tests. The test results were compared with ordinary Portland cement. The SCBA were replaced at 0, 5, 10, 15 and 20% proportions of cement content with different types of water like distilled water, seawater and groundwater. Results indicated that compressive strength increases with increasing replacement percentages (0%, 5%, 10%, 15 wt% and 20 wt%) of sugarcane bagasse ash and seawater accelerates the cement hydration at early stage, but retarded the later stage of hydration.

Journal

"Asian Journal of Civil Engineering" – Springer Journals

Published: Jan 1, 2018

Keywords: Civil Engineering; Building Materials; Sustainable Architecture/Green Buildings

References

  • Microstructure and ultrafine cement—part 1
    S Alonso, A Palomo
  • Exploitation of poor greek kaolins: strength development of metakaolin concrete and evaluation by means of k value
    E Badogiannis, VG Papadakis, E Chaniotakis
  • Behaviour of brick samples in aggressive environments
    G Cultrone, MJ Dela Torre, EM Sebastian, O Cazalla, CR Navarro
  • Composition and structure of C–S–H in white Portland cement-20% metakaolin pastes hydrated at 25 °C
    CA Love, IG Richardson, AR Brough
  • Study of hydrated paper present in a MK-lime system cured at 60 °C and 60 months of reaction
  • Microstructure and hydration characteristics of artificial pozzolan cement pastes containing burnt kaolinite clay
    M Saad Morsy, SA Abo El-Enein, GB Hanna
  • Concrete technology
    MS Shetty
  • Effects of aluminates on the formation of geopolymers
    L Weng, K Sagoe-crentsil, T Brown, S Song
  • Sulfate resistance of metakaolin mortar
    S Wild, JM Khatib
  • Waste glass in the production of cement and concrete-A
    J Yahya, H William