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[59680] Artykuł:

The effect of cement paste volume and w/c ratio on shrinkage strain,water absorption and compressive strength of high performance concrete

(Wpływ objętości zaczynu cementowego i stosunku W/C na skurcz, nasiąkliwość i wytrzymałość na ściskanie betonu wysokowartościowego)
Czasopismo: Construction and Building Materials   Tom: 140, Strony: 395-402
ISSN:  0950-0618
Opublikowano: Czerwiec 2017
Liczba arkuszy wydawniczych:  0.50
 
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Keywords:

High-performance concrete  Cement paste volume  wc ratio  Water absorption  Compressive strength  Shrinkage strain 



Abstract:

Shrinkage strain, compressive strength and water absorption of high performance concrete (HPC) are estimated to high accuracy with linear equations using the w/c ratio and paste volume as variables. A paste volume reduction, thus an increase in coarse aggregate fraction, improves the HPC properties. These changes most likely result from: 1) adsorption of water on a greater surface of aggregate, leading to bulk paste desiccation and densifying and reduction in actual w/c ratio and width of aggregate-cement paste interfacial transition zone; 2) beneficial influence of larger volume of coarse aggregates produced from rocks of high strength and low water absorption.



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[1] P.C. Aitcin, The durability characteristics of high performance concrete: a review, Cem. Concr. Compos. 25 (2003) 409–420.
[2] H.S. Wong, N.R. Buenfeld, Determining the water-cement ratio, cement content, water content and degree of hydration of hardened cement paste: method development and validation on paste samples, Cem. Concr. Res. 39 (10) (2010) 957–965.
[3] D.P. Bentz, P.C. Aitcin, The hidden meaning of water-cement ratio, Concr. Int. 30 (5) (2008) 51–54.
[4] S. Kolias, C. Georgiou, The effect of paste volume and of water content on the strength and water absorption of concrete, Cem. Concr. Compos. 27 (2005) 211–216.
[5] A. Elsharief, M.D. Cohen, J. Olek, Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone, Cem. Concr. Res. 33 (2003) 1837–1849.
[6] T. Tracz, J. Sliwinski, Effect of cement paste content and w/c ratio on concrete water absorption, Cem. Lime Concr. 3 (2012) 131–137.
[7] J. Sliwinski, T. Tracz, Cement paste content as the factor influencing on compressive and splitting tensile strength of concrete, Cem. Lime Concr. 6 (2013) 353–361.
[8] S. Talaei, M. Jafari, S. Tarfan, The effect of ratio of aggregate to cement paste volume on structural lightweight concrete strength, viscosity, density and cost, Res. J. Environ. Earth Sci. 6 (9) (2014) 443–450.
[9] P. Mehta, P.C. Aitcin, Principles underlying production of high-performance concrete, Cem. Concr. Aggregates 12 (2) (1990) 70–78.
[10] Y. Kang, Surface Scaling Mechanism and Prediction for Concrete (Doctoral dissertation), University of Michigan, 2010.
[11] P.C. Aitcin, Demystifying autogenous shrinkage, Concr. Int. 21 (1999) 54–56.
[12] W. Piasta, J. Gora, Compressive and splitting tensile strength of ordinary and high performance concretes with various crushed aggregates, Cem. Lime Concr. 3 (2006) 184–192.
[13] W. Piasta, The physical properties responsible for durability of highperformance concrete made of blust-.furnace cement, Builders Rev. 3 (2010) 25–29 (in Polish).
[14] Z. Jamrozy, Concrete and Its Technologies, PWN, Warsaw, 2005 [in Polish].
[15] PN-84/B-06714/23: Mineral aggregates, Test methods. Determination of volumetric changes by Amsler method.
[16] PN-EN 13369:2013–09: Common rules for precast concrete products.
[17] PN-EN 12390–3:2011: Testing hardened concrete – Part 3: Compressive strength of test specimens.
[18] K. Scrivener, A.K. Crumble, P. Laugesen, The interfacial transition zone (ITZ) between cement paste and aggregate in concrete, Interface Sci. 12 (2004) 411– 421.
[19] P.C. Aitcin, The durability characteristics of high performance concrete: a review, Cem. Concr. Compos. 25 (2003) 409–420.
[20] P.C. Aitcin, Binders for durable and sustainable concrete, Modern Concrete Technology, 2007.
[21] E. Tazawa, S. Miyazawa, T. Kasai, Chemical shrinkage and autogenous shrinkage of hydrating cement paste, Cem. Concr. Res. 25 (1995) 288–292.
[22] Y. Gao, G. De Schutter, G. Ye, Z. Tan, K. Wu, The ITZ microstructure, thickness and porosity in blended cementitious composite: effects of curing age, water to binder ratio and aggregate content, Compos. B 60 (2014) 1–13.
[23] T.-F. F. Lee, M.D. Cohen, Strength and durability of concrete: effects of cement paste - aggregate interfaces. Part II: Significance of transition zones on physical and mechanical properties of portland cement mortar, Final report FHWA/IN/ JTRP-97/4-02, Purdue University, 1998.