Capillary pressure in fresh cement-based materials and identification of the air entry value
Source abstract
Abstract
Plastic shrinkage in fresh cement-based materials is caused by capillary pressure in the pore system. Within the first few hours after casting, evaporation results in the loss of water and possibly in the formation of menisci in the water surface between the superficial solid particles. With decreasing radius of the menisci the capillary water pressure rises. At a certain pressure, the system becomes unstable and air penetrates into the system. This event is called air entry and assumed to be the origin of strain localization and, consequently, of early age cracking. Similar phenomena may be observed in inert materials. If the capillary pressure is kept below the air entry value by a closed-loop controlled concrete rewetting, the risk of early age cracking is reduced significantly. Experimental results of capillary pressure, deformation and electrical conductivity measurements are presented and a technique for the identification of the air entry value is proposed.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete Properties and Behavior · Concrete and Cement Materials Research · Innovative concrete reinforcement materials
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References (17)
Show source-provided references
1. Kosmatka · 2002
2. Grube H. Ursachen des Schwindens von Beton und Auswirkungen auf Betonbauteile. Schriftenreihe der Zementindustrie, Heft 52. Düsseldorf: Beton Verlag, 1991.
3. Zur Ursache der so genannten Schrumpfrisse
4. On the action of capillary pressure in fresh concrete10.1016/0008-8846(76)90050-8 ↗
5. Radocea A. A Study on the mechanism of plastic shrinkage of cement-based materials. PhD Thesis, Göteborg, Chalmers University of Technology Göteborg; 1992.
6. Lura P, Mazzotta GB, Rajabipour F, Weiss J. Evaporation, settlement, temperature evolution, and development of plastic shrinkage cracks in mortars with shrinkage-reducing admixtures. In: Proceedings of the international RILEM-JCI seminar on concrete durability and service life planning (ConcreteLife′06), Ein-Bokek, Israel; March 14–16, 2006. p. 203–13.10.1617/291214390X.023 ↗
7. Experimental Investigation into early age shrinkage of cement paste by using fiber Bragg gratings10.1016/S0958-9465(03)00077-5 ↗
8. Witte M. Veränderung des Festigkeits- und Verformungsverhaltens bei bindigen Böden aufgrund von Porenwasserspannungen. PhD Thesis. Technische Universität Carolo Wilhelmina zu Braunschweig: Braunschweig; 2003.
9. Fredlund · 1993
10. Experimental study of desiccation of soil
11. Hammer TA. The use of pore water pressure to follow the evolution from fresh to hardened concrete. In: Proceedings of the 2nd international symposium on advances in concrete through science and engineering, Quebec City, Canada; September 11–13, 2006.10.1617/2351580028.061 ↗
12. Auf Kapillardruckmessung basierende Nachbehandlung von Betonflächen im plastischen Materialzustand (early age concrete curing based on capillary pressure measurement)10.1002/best.200700583 ↗
13. Jensen OM. Monitoring water loss from fresh concrete. In: Proceedings of the international RILEM-JCI seminar on concrete durability and service life planning (ConcreteLife′06), Ein-Bokek, Israel; March 14–16, 2006. p. 197–202.10.1617/291214390X.022 ↗
14. The electrical response characteristics of setting cement paste10.1680/macr.1984.36.126.42 ↗
15. Elektrische Leitfähigkeit des Zementsteins bei unterschiedlichem Feuchtigkeitsgehalt10.1016/0008-8846(78)90106-0 ↗
16. Schießl · 1997
17. Holt EE. Early age autogenous shrinkage of concrete. VTT Publications 446. Espoo: Technical Research Centre of Finland; 2001.