MODELING OF WATER DISTRIBUTION IN THE POROUS MEDIA CEMENT PASTE WITH INTERNAL CURING

Main Article Content

V. KRAVCHENKO

Abstract

The theoretical aspects proposed model the water distribution in the porous media cement paste hardened in sealed condition with internal curing using presoaked lightweight aggregates are described, including the results of modeling.

Article Details

How to Cite
KRAVCHENKO, V. (2018). MODELING OF WATER DISTRIBUTION IN THE POROUS MEDIA CEMENT PASTE WITH INTERNAL CURING. Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences, (16), 55-60. Retrieved from https://journals.psu.by/constructions/article/view/265
Section
Construction materials

References

Report on Internally Cured Concrete Using Prewetted Absorptive Light-weight Aggregate : ACI Committee 308 / American Concrete Institute. – ACI, 2013. – 12 P. – ACI (308-213) R-13.

Coussy, O. Poromechanics / O. Coussy. – Chichester : John Wiley & Sons, 2004. – 312 p.

The equivalent pore pressure and the swelling and shrinkage of cement-based materials / O. Coussy [et al.] // Materials and Structures. – 2004. – Vol. 37, iss. 1. – P. 15–20.

Cui, L. Permeability and pore structure of OPC paste / L. Cui, J.H. Cahyadi // Cement and Concrete Research. – 2001. – Vol. 31, iss. 2. – P. 277–282.

Tazawa, E. Prediction Model for Autogenous shrinkage of concrete with different type of cement / E. Tazawa,

S. Miyazawa // Self-Desiccation and Its Importance in Concrete Technology : Procedings 4th International Seminar, Gaithersburg, 20 June 2005 / National Institute of Standards and Technology ; ed.: B. Persson, D. Bentz, L. Nilsson. – Gaithersburg, 2005. – P. 125–139.

Кравченко, В.В. Моделирование параметров состояния поровой среды цементного камня в рамках концепции «внутреннего увлажнения» / В.В. Кравченко // Вестник Полоц. гос. ун-та. Серия F, Строительство. Прикладные науки. – 2017. – № 8. – С. 28–41.

Lura, P. Autogenous Deformation and Internal Curing of Concrete / P. Lura. – Delft : Delft University Press, 2003. – 180 p.