Skip to main content

Properties of Portland Blast Furnace Slag Cements Affecting Their Autogenous Shrinkage Behaviors

  • Conference paper
  • First Online:
ICSBE 2018 (ICSBE 2018)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 44))

Included in the following conference series:

  • 1071 Accesses

Abstract

In Japan, Portland blast furnace slag cements that contain 30–60% of blast furnace slag (BFS) are classified in the slag cement class B in JIS R 5211. Even if slag cements are classified in a category, different autogenous shrinkage behaviors are observed among them. In this study, class B slag cements are collected from eight different plants in Japan. Physical and chemical properties of slag cements are investigated to find the cause of different shrinkage behavior. Physical properties of slag cement are expressed in terms of surface area, mean particle size and particle size distribution. The experimental results showed that the collected slag cements can be differentiated into two different groups based on physical properties. However, different behaviors of autogenous shrinkage cannot be explained, because slag cements, which contain finer particles, have not displayed significant differences in the shrinkage of mortar specimen. Therefore, chemical properties of slag cement could be the main reasons behind the different shrinkage behavior among slag cements. To compare the chemical property of slag cements, the phases of mineral (C3S, C2S, etc.) and content of cement and slag mineral (%) in slag cements are analyzed by thermal gravimetric analysis (TGA) and X-ray diffraction (XRD) Rietveld analysis. The results showed that in each plant, different types of BFS are used for producing the slag blended cements, and different quantity levels of slag minerals are found in BFS used in each cement plant. In slag cements classified as Class B in JIS R 5211, different physical and chemical properties are observed. However, the chemical properties of BFS in slag cement mainly influences the shrinkage behavior of slag cement. If the user of BFS cement is concerned about the shrinkage behavior of the concrete, the chemical composition of BFS should be checked to ensure that the concrete has sufficient resistivity against shrinkage.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 89.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 119.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Ekaputri JJ, Ishida T, Maekawa K (2010) Autogenous shrinkage of mortars made with different types of slag cement. Proc JCI 32(1):353–358

    Google Scholar 

  • Holt EE (2001) Early age autogenous shrinkage of concrete. Technical Research Centre of Finland, Espoo, VTT Publications, p 446

    Google Scholar 

  • Hoshino S, Yamada K, Hirao H (2006) XRD/Rietveld analysis of the hydration and strength development of slag and limestone blended cement. J Adv Concr Technol 14(3):357–367

    Article  Google Scholar 

  • Maruyama I, Kurihara R (2016) Impact of two types of calcium silicate hydrate on drying shrinkage of Portland cement paste. In: The 70th cement technology convention, vol 1109

    Google Scholar 

  • Nito N, Hiroshima A, Ohtomo T, Miyazawa S (2005) Property of concrete using portland blast-furnace slag cement b class with different slag grain and a chemical composition. Cement Sci Concr Technol 59:231–238

    Google Scholar 

  • Sagawa T, Nawa T (2006) Quantitative hydration analysis of blast furnace slag cement by rietveld method. Concr Res Technol 17(3):1–11

    Article  Google Scholar 

  • Sagawa T, Nawa T (2010) Hydration-microstructural evolution and drying shrinkage of portland cement-blast furnace slag system. J Struct Constr Eng 75(652):1029–1037

    Article  Google Scholar 

  • Sagawa T, Ishida T, Luan Y, Nawa T (2010) Hydrate composition analysis and micro structure characteristics of Portland cement-blast furnace slag system. Cement Sci Concr Technol 66(3):311–324

    Google Scholar 

  • Sagawa T, Nawa T (2012) Quantitative determination of blast-furnace slag content in slag-blended cement by combination method of heat-treatment and XRD/Rietveld analysis. Cement Sci Concr Technol 68

    Google Scholar 

  • Takahashi Y, Suntharalingam S (2018) Experimental study on the autogenous shrinkage behaviors of different Portland blast furnace slag cements. In: Proceedings of the 8th international conference the Asian Concrete Federation, pp 409–418

    Google Scholar 

Download references

Acknowledgments

This study was financially supported by JSPS KAKENHI Grant No. 17H01284 and Research scholarship by Asian Development Bank-JSP.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. Suntharalingam .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Suntharalingam, S., Takahashi, Y. (2020). Properties of Portland Blast Furnace Slag Cements Affecting Their Autogenous Shrinkage Behaviors. In: Dissanayake, R., Mendis, P. (eds) ICSBE 2018. ICSBE 2018. Lecture Notes in Civil Engineering , vol 44. Springer, Singapore. https://doi.org/10.1007/978-981-13-9749-3_45

Download citation

  • DOI: https://doi.org/10.1007/978-981-13-9749-3_45

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-9748-6

  • Online ISBN: 978-981-13-9749-3

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics