Control of Thermal and Shrinkage Cracking of Jointless Slab-on-Ground

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Title: Control of Thermal and Shrinkage Cracking of Jointless Slab-on-Ground

Author(s): Sergio Botassi dos Santos, Kennedy Leandro de Souza Neves, and Estevão Alencar Bandeira

Publication: Materials Journal

Volume: 116

Issue: 3

Appears on pages(s): 13-20

Keywords: case study; slab-on-ground; thermal and shrinkage cracking

DOI: 10.14359/51712267

Date: 5/1/2019

Abstract:
This paper presents a real case study concerning the analysis of the cracking risk of a large reinforced concrete slab-on-ground with 9.84 in. (250 mm) of thickness and approximately 9257 ft2 (860 m2) of area. It was designed to prevent effects of severe environment conditions over the life span as thermal and drying shrinkage. This slab is a pool floor without expansion joint—jointless—to avoid leakage and early deterioration of the structure. The main properties were initially estimated based on the thermal structure behavior to evaluate the volume change effect from early ages to long-term effects. The proposed solutions to reduce the volume change effects of concrete were carried out in three parts: improvements in structural design; optimization of the concrete mixture; and adjustments in the construction process. After the concrete placement, the solutions proved to satisfactorily prevent cracks, thus ensuring proper performance of the pool.

Related References:

1. ACI Committee 360, “Guide to Design of Slabs-on-Ground (ACI 360R-10),” American Concrete Institute, Farmington Hills, MI, 2010, 72 pp.

2. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-90),” American Concrete Institute, Farmington Hills, MI, 1990, 43 pp.

3. Mehta, P. K., and Monteiro, P., Concrete: Microstructure, Properties and Materials, fourth edition, McGraw-Hill, New York, 2014.

4. Beckett, D., “Thickness Design of Concrete Industrial Ground Floors,” Concrete (London), V. 29, No. 4, 1995, pp. 21-23.

5. Bae, J., “Admixture Controls Slab Drying Shrinkage,” Concrete International, V. 26, No. 9, Sept. 2004, pp. 88-89.

6. Concrete Society, “Concrete Industrial Ground Floors—A Guide to theirs Design and Construction,” Concrete Society Technical Report No. 34, third edition, 2003, 146 pp.

7. Rodrigues, P. P. F., Guide of Industrial Floors: Fiber and Prestressed Concrete, first edition, Pini, Brazil, 2010. (in Portuguese)

8. Centre for Construction Technology Research, “Crack Control of Slab (Part 1: AS 3600 Design),” OneSteel Reinforcing, University of Western Sydney, Sydney, Australia, 2000.

9. Portland Cement Association, Design and Control of Concrete Mixtures, 14th edition, Skokie, IL, 2002.

10. Botassi, S. S., Thermal Concrete Phenomenon: Fundamentals and Practical Applications, first edition, Interciência, Brazil, 2019. (in Portuguese)

11. Botassi, S. S. et al., “Basic Creep Prediction on Database of the Furnas Concrete Laboratory: Preliminary Studies,” Proceedings of the 49th Brazilian Concrete Congress, IBRACON, Bento Gonçalves, Brazil, 2007. (in Portuguese)

12. Furnas Centrais Elétricas, S. A., “Concrete: Mass, Reinforced, Shotcrete and Roller Compacted: Tests and Properties,” W. Pacelli de Andrade, eds., Pini, São Paulo, Brazil, 1997. (in Portuguese)

13. U. S. Bureau of Reclamation, “Creep of Concrete under High Intensity Loading,” Concrete Laboratory Report No. C-820, Denver, CO, 1956.

14. ACI Committee 207, “Effect of Restraint, Volume Change, and Reinforcement on Cracking of Mass Concrete (ACI 207.2R-95),” American Concrete Institute, Farmington Hills, MI, 1995, 26 pp.

15. Brazilian Technical Standards Association, “Design of Concrete Structures – Procedure: NBR-6118,” Rio de Janeiro, Brazil, 2014. (in Portuguese)


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