Performance of Eco-Friendly One-Part Alkali-Activated Self-Consolidated Concrete with Multi-Activators

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Performance of Eco-Friendly One-Part Alkali-Activated Self-Consolidated Concrete with Multi-Activators

Author(s): Dima Kanaan and Ahmed Soliman

Publication: Symposium Paper

Volume: 349

Issue:

Appears on pages(s): 102-116

Keywords: Alkali-Activated Materials, Sustainability, Eco-SCC, Alkali-Activated SCC (AASCC), One-Part, Dry-Powder

DOI: 10.14359/51732742

Date: 4/22/2021

Abstract:
The feasibility of producing “just add water” alkali-activated self-consolidated (AASCC) mixtures using multi-powder activators and various cement-less binder combinations was evaluated in this study. During this study, fresh properties for mortar mixtures were evaluated by conducting the mini-slump flow test. Moreover, the relative performance of activated mortars and potential interactions among materials used in the mixtures was examined using the isothermal calorimeter. The performance of the hardened mortar mixtures was evaluated after 3, 7 and 28 days by conducting compressive strength tests. Results indicated an increase in the mechanical properties was observed while increasing the dry-powder activator ratio and source material nature for ground and non-ground mixtures.

Related References:

1. Muroga, Y., Ohsuga, T., Date, S., and Hirata, A., 1999, “A flow analysis for self-compacting concrete”, In First International RILEM Symposium on Self-Compacting Concrete (pp. 71-82). RILEM Publications SARL.

2. Shi, C., Wu, Z., Lv, K., and Wu, L., 2015, “A review on mixture design methods for self-compacting concrete”, Construction and Building Materials, 84, 387-398.

3. Mehta, P. 1999. Concrete technology for sustainable development. Concrete Technology for a Sustainable Development in the 21st Century, 83.

4. Yang, K. H., Song, J. K., Ashour, A. F., and Lee, E. T., 2008, “Properties of cementless mortars activated by sodium silicate”, Construction and Building Materials, 22(9), 1981-1989.

5. Turner, L. K., and Collins, F. G., 2013, “Carbon dioxide equivalent (CO2-e) emissions: A comparison between geopolymer and OPC cement concrete”, Construction and Building Materials, 43, 125-130.

6. Memon, F., Nuruddin, F., and Shafiq, N., 2011, “Compressive strength and workability characteristics of lowcalcium fly ash-based self-compacting geopolymer concrete”, International journal of civil and environmental engineering, 3(2), 72-78.

7. Ushaa, T., Anuradha, R., and Venkatasubramani, G., 2015, “Performance of self-compacting geopolymer concrete containing different mineral admixtures”, Indian Journal of Engineering and Materials Sciences (IJEMS), 22(4), 473-481.

8. Shafiq, I., Azreen, M., and Hussin, M. W., 2017, “Sulphuric acid resistant of self compacted geopolymer concrete containing slag and ceramic waste”, In MATEC Web of Conferences, 97, 01102.

9. Patel, Y. J., and Shah, N., 2018, “Study on Workability and Hardened Properties of Self Compacted Geopolymer Concrete Cured at Ambient Temperature”, Indian Journal of Science and Technology, 11(1).

10. Sashidhar, C., Jawahar, J. G., Neelima, C., and Kumar, D. P., 2015, “Fresh and Strength Properties of Selfcompacting Geopolymer Concrete Using Manufactured Sand”, International journal of ChemTech Research (IJCRGG), 8, 183-190.

11. Manjunath, R., and Narasimhan, M. C., 2018, “An experimental investigation on self-compacting alkaliactivated slag concrete mixes”, Journal of Building Engineering, 17, 1-12.

12. J.S.J. van Deventer, J.L. Provis, P. Duxson, 2012, “Technical and commercial progress in the adoption of geopolymer cement”, Miner. Eng., 29, 89–104.

13. A. Palomo, A. Fernández-Jiménez, C. López-Hombrados, J.L. Lleyda, 2007, “Railway sleepers made of alkali-activated fly ash concrete”, Rev. Ing. Constr. 22, 75–80.

14. Neupane, K., Kidd, P., Chalmers, D., Baweja, D., and Shrestha, R., 2016, “Investigation on compressive strength development and drying shrinkage of ambient cured powder-activated geopolymer concretes”, Australian Journal of Civil Engineering, 14(1), 72-83.

15. Kovtun, M., Kearsley, E. P., and Shekhovtsova, J., 2015, “Dry powder alkali-activated slag cements”, Advances in Cement Research, 27(8), 447-456.

16. B. Nematollahi, J. Sanjayan, F.U.A. Shaikh., 2015, “Synthesis of heat and ambient cured one-part geopolymer mixes with different grades of sodium silicate”, Ceram. Int. 41, 5696–5704.

17. Wang, K. T., Du, L. Q., Lv, X. S., He, Y., and Cui, X. M., 2017, “Preparation of drying powder inorganic polymer cement-based on alkali-activated slag technology. Powder technology, 312, 204-209.

18. Yang, K. H., and Song, J. K., 2009, “Workability loss and compressive strength development of cement-less mortars activated by combination of sodium silicate and sodium hydroxide”, Journal of materials in Civil Engineering, 21(3), 119-127.

19. Wang S.D., Scrivener K.L. and Pratt P.L., 1994, “Factors affecting the strength of alkali-activated slag”, Cem. Concr. Res., 24(6), 1033-1043.

20. Shi, C., Roy, D., and Krivenko, P., 2003, “Alkali-activated cements and concretes”. CRC press.

21. ASTM, C 109, 2000, “Standard test method for compressive strength of hydraulic cement mortars”, Annual book of ASTM standards, 4, 84-89.

22. Talling B., 1989, “Effect of curing conditions on alkali-activated slags”, 3rd Inter. Cont Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Trondheim, 2, SP114-72, 1485-1500.

23. Gifford, P.M., Gillott, J.E., 1997, “Behaviour of mortar and concrete made with activated blast furnace slag cement”, Can. J. Civil Eng. 24 (2), 237–249.

24. Collins, F.G., Sanjayan, J.G., 1999, “Workability and mechanical properties of alkali-activated slag concrete”, Cem. Concr. Res. 29 (3), 455–458.

25. EFNARC, 2005, “Specification and guidelines for self-compacting concrete”. European Federation of Producers and Applicators of specialist products for structures, 32 pp, available online.

26. Tanada, S., Kabayama, M., Kawasaki, N., Sakiyama, T., Nakamura, T., Araki, M., and Tamura, T., 2003, “Removal of phosphate by aluminum oxide hydroxide”. Journal of colloid and interface science, 257(1), 135-140.

27. Dave, N. G., 1981, “Pozzolanic wastes and their activation to produce improved lime pozzolana mixtures”, 2nd Australian Conference on Engineering Materials, Sydney, Australia, 623–638.

28. Sobolev, K., Flores, I., Hermosillo, R., and Torres-Martínez, L. M., 2006, “Nanomaterials and nanotechnology for high-performance cement composites”, Proceedings of ACI session on nanotechnology of concrete: recent developments and future perspectives, 91-118.

29. Provis, J. L., and Van Deventer, J. S., 2013, “Alkali activated materials: state-of-the-art report”, RILEM TC 224-AAM (Vol. 13). Springer Science and Business Media.

30. Wang, S. and Scrivener, K. L., 1995, “Hydration products of alkali-activated slag cement”, Cement and Concrete Research, 25(3), 561–571.

31. Hubler, M. H., Thomas, J. J., and Jennings, H. M., 2011, “Influence of nucleation seeding on the hydration kinetics and compressive strength of alkali-activated slag paste ” Cement and Concrete Research, 41(8), 842-846.

32. Shi, C. and Day, R. L., 1996, “Alkali-slag Cements for The Solidification of Radioactive Wastes”, In Gilliam and Wiles (eds) Stabilization and Solidification of Hazardous, Radioactive, and Mixed Wastes, ASTM STP 1240, American Society for Testing and Materials, Philadelphia, USA, 163–173.

33. Andersson, R. and Gram, H.-E., 1987, “Properties of alkali-activated slag concrete”, Nordic Concrete Research, 6, 7–18.

34. WANG S.D. and PU X.C.,1991, “Synthesis of xonotlite and its application in making artificial timber”, Silic. Buildg Prod., No. 3.

35. Krivenko P.V.,1992, “Alkaline cements”, 9th Inter. Congr. Chem. Cem., New Delhi, 4,482-488.

36. Cheng Q.H., Tagnit-Hamou A. and Saricar S.L., 1992, “Strength and microstructural properties of waterglass activated slag”, Mat. Res. Soc. Symp. Proc., 245, 49-54.

37. Pu X.C., Gan C.C., Wang S.D. and Yang C.H.,1988, “Summary reports of research on alkali-activated slag cement and concrete”, Chongqing Institute of Architecture and Engineering, 6 vols. (in Chinese)

38. Douglas E., Bilodeau A., Brandstetr J. and Malhotra V.M., 1991, “Alkali activated ground granulated blast furnace slag concrete: preliminary investigation”, Cem. Concr. Res., 21(1), 101-108.

39. Shi C. and LI Y.,1989, “Investigation on some factors affecting the characteristics of alkali phosphorous slag cement”, Cem. Concr. Res., 19(4), 527-533.

40. Isozaki K., Iwamoto S. and Nakagawa K.,1986, “Some properties of alkali-activated slag cement”, 8th Inter. Congr. Chem. Cem., Rio de Janeiro, 6, 395-399.

41. Brylicki W., Malolepszy J. and Stryczek S.,1992, “Alkali activated slag cementitious material for drilling operation”, 9th Inter. Congr. Chem. Cem., New Delhi, 3, 312-318.

42. Hong S-Y, Kim J-C and Kim J-K, 1993, “Studies on the hydration of alkali-activated slag”, 3rd Beijing Inter. Symp. Cem. Concr., Beijing, 2, 1059-1063.

43. Huanhai, Z., Xuequan, W., Zhongzi, X., and Mingshu, T., 1993, “Kinetic study on hydration of alkaliactivated slag”, Cement and Concrete Research, 23(6), 1253-1258.

44. Yuan, B., 2017, “Sodium carbonate activated slag: reaction analysis, microstructural modification & engineering application”, Eindhoven: Technische Universiteit Eindhoven

45. Kashani, A., Provis, J. L., Qiao, G. G., and van Deventer, J. S., 2014, “The interrelationship between surface chemistry and rheology in alkali activated slag paste”, Construction and Building Materials,65, 583-591.

46. Shi, C., and Day, R. L., 1995, “A calorimetric study of early hydration of alkali-slag cements”, Cement and concrete Research, 25(6), 1333-1346.

47. Fernández-Jiménez, A., Palomo, J. G., and Puertas, F., 1999, “Alkali-activated slag mortars: mechanical strength behaviour”, Cement and Concrete Research, 29(8), 1313-1321.