Review of Sprayability of Wet Sprayed Concrete

Author:

Trussell Nicholas1,Jacobsen Stefan2

Affiliation:

1. Norwegian University of Science and Technology , Department of Structural Engineering , Richard Birkelands vei 1A, 7034 Trondheim , Norway

2. Norwegian University of Science and Technology , Richard Birkelands vei 1A, 7034 Trondheim , Norway

Abstract

Abstract Wet sprayed concrete quality is affected by more production factors than cast concrete, particularly due to the propulsion through the nozzle and the flash set caused by the set accelerator. Practitioners often use the term “sprayability” to describe these factors. We propose a definition of “sprayability” that relates the application to the final properties of the hardened sprayed concrete and review factors affecting it: concrete constituents, proportioning, and application mechanics. These factors affect the hardening and the structure of the hardened sprayed concrete – the porosity, permeability and durability. We consider improving sustainability through proportioning with increased share of supplementary cementitious materials, calculate the placed composition and focus on factors that affect water transport, and hence durability. Due to the spray application and flash-set, irregular compaction voids dominate the macro pore structure of sprayed concrete. Studies of permeability of sprayed concrete have shown that it is possible to obtain low permeabilities given adequate composition and curing. Presumably these samples have been well-cured, uncracked and with non-percolating macro voids. Given observations of cracks in sprayed concrete linings and the macro voids, important further studies will be on the effect of accelerator, compaction porosity and cracking on permeability.

Publisher

Walter de Gruyter GmbH

Reference43 articles.

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2. 2. Jolin M, Burns D, Bissonnette B, Gagnon F & Bolduc L-S: “Understanding the pumpability of concrete”. Proceedings, Shotcrete for underground support XI, Davos, Switzerland, June 2009.

3. 3. Banthia N, Trottier J-F & Beaupre D: “Steel fibre reinforced wet-mix shotcrete: comparisons with cast concrete”. Journal of Materials in Civil Engineering, Vol. 6, No. 3, 1994, pp. 430-437.

4. 4. Beaupré N: “Rheology of high performance shotcrete”. PhD thesis, University of British Columbia, Department of Civil Engineering, Vancouver, Canada, 1994, 265 pp.

5. 5. Mørtsell E: “The effect of the constituent materials on the rheology of fresh concrete”. PhD thesis, Norwegian University of Science and Technology, Department of Structural Engineering, Trondheim, Norway, 1996, 301 pp. (In Norwegian).

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