Experimental Study on the Capillary Absorption of Cement-Based Materials and Analysis of Influencing Factors

Article Preview

Abstract:

Capillary absorption effect is very important to the research of concrete durability. Initial surface absorption test (ISAT) method has been employed to investigate the effect of W/C, age, aggregate volume percent and concentration of NaCl solution as a transmission medium of the capillary absorption of the cement-based materials. Experiment results indicate that, the capillary absorption coefficient increases with the increasing of W/C, but decreases with the increasing of age and aggregate volume percent. Within a certain range of low concentration, the capillary absorption coefficient increases with the increasing of the concentration of NaCl solution, however when the concentration is too high, the transmission rate will be lower than pure water. This investigation provides an experimental foundation for the durability design and service life assessment of concrete structures.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2644-2648

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hall C. The water sorptivity of mortars and concretes: a review[J]. Mag. Concrete Res. 1989, 41(147): 51-61.

DOI: 10.1680/macr.1989.41.147.51

Google Scholar

[2] Hall C, Raymond M H. Water movement in porous building materials-The water sorption and sorptivity of concretes[J]. Building and environment. 1987, 22(1): 77-82.

DOI: 10.1016/0360-1323(87)90044-8

Google Scholar

[3] Gummerson R J, Hall C, Hoff W. The suction rate and sorptivity of brick[J]. Transactions and Journal of British Ceramic Socitey. 1981: 150-152.

Google Scholar

[4] Cerny R, Rovnanikova P. Transport Processes in Concrete. London: Taylor﹠Francis, (2002).

Google Scholar

[5] Hall C, Hoff W, Taylor S. Water anomaly in capillary liquid absorption by cement-based materials[J].Journal of Materials Science Letters, 1995, 14(7): 1178-1181.

DOI: 10.1007/bf00291799

Google Scholar

[6] Xuemei Liu, Kok Seng Chia, Minhong Zhang. Water absorption, permeability, and resistance to chloride-ion penetration of lightweight aggregate concrete[J]. Constructure and Building Materials, 2011, 25(1): 335-343.

DOI: 10.1016/j.conbuildmat.2010.06.020

Google Scholar

[7] Chunhua Shen. The moisture transfer research of cement-based materials [D]. PhD thesis of Wuhan University of Technology, (2007).

Google Scholar

[8] HANSEN T C. Physical structure of hardened cement paste: a classical approach[J]. Materials and Structures, 1989, 19(6): 423-436.

DOI: 10.1007/bf02472146

Google Scholar

[9] NYAME B K, ILLSTON J M. Relationships between permeability and pore structure of hardened cement paste[J]. Magazine of Concrete Research, 1981, 33(116): 139-146.

DOI: 10.1680/macr.1981.33.116.139

Google Scholar

[10] A.M. Neville. Properties of Concrete. Prentice-Hall; 5th New edition,(2012).

Google Scholar

[11] Adamson,Yiren Gu translate. Surface physics and chemistry. Beijing: Science Press, (1986).

Google Scholar