journal article·2015-02Open access

Conductivity/activation energy relationships for cement-based materials undergoing cyclic thermal excursions

W. J. McCarter, G. Starrs, T. M. Chrisp, P. A. M. Basheer, S. V. Nanukuttan, S. Srinivasan

Journal of Materials Science· Volume 50· Issue 3

Abstract

Abstract The electrical conductivity of a range of concrete mixes, with and without supplementary cementitious materials (SCM), is studied through multiple cycles of heating and cooling over the extended temperature range −30/+70 °C. When presented in an Arrhenius format, the experimental results display hysteresis effects at the low-temperature end of the thermal cycle and, in those concretes containing supplementary cementitious materials at higher water/binder ratios, hysteresis effects were evident over the entire temperature range becoming more discernible with increasing number of thermal cycles. The depression in both the freezing and thawing point could be clearly identified and was used to estimate pore-neck and pore-cavity radii. A simplified approach is presented to evaluate the volumetric ratio of frozen pore water in terms of conductivity measurements. The results also show that the conductivity and activation energy of the concrete specimens were related to the water/binder ratio, type of SCM, physical state of the pore water and the thermal cycling regime.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Concrete Properties and Behavior · Innovative concrete reinforcement materials

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References (47)

Show source-provided references
1. Basheer PAM, Barbhuiya S (2010) Concrete durability: a practical guide to the design of durable concrete structures. In: Soutsos M (ed) Pore structure and transport processes. Thomas Telford, London
2. Cai H, Liu X (1998) Freeze–thaw durability of concrete: ice formation process in pores. Cem Concr Res 28(9):1281–128710.1016/S0008-8846(98)00103-3 ↗
3. Fabbri A, Fen-Chong T, Azouni A, Thimus JF (2009) Investigation of water to ice phase change in porous media by ultrasonic and dielectric measurements. ASCE J Cold Reg Eng 23(2):69–9010.1061/(ASCE)0887-381X(2009)23:2(69) ↗
4. Li W, Pour-Ghaz M, Castro J, Weiss J (2012) Water absorption and critical degree of saturation relating to freeze–thaw damage in concrete pavement joints ASCE. J Mater Civ Eng 24(3):299–30710.1061/(ASCE)MT.1943-5533.0000383 ↗
5. Bager DH, Sellevold EJ (1986) Ice formation in hardened cement paste, Part I: room temperature cured pastes with variable moisture contents. Cem Concr Res 16(5):709–72010.1016/0008-8846(86)90045-1 ↗
6. Idem (1986) Ice formation in hardened cement paste, Part II: drying and resaturation on room temperature cured pastes. Ibid 16(6):835–844
7. Jacobsen S, Sellevold EJ, Matala S (1996) Frost durability of high strength concrete: effect of internal cracking on ice formation. Ibid 26(6):919–931
8. Sant G, Bentz D, Weiss J (2011) Capillary porosity depercolation in cement-based materials: measurement techniques and factors which influence their interpretation. Ibid 41(8):854–864
9. Sun Z, Scherer GW (2010) Pore size and shape in mortar by thermoporometry. Ibid 40(5):740–751
10. Jehng JY, Sprague DT, Halperin WP (1996) Pore structure of hydrating cement paste by magnetic resonance relaxation analysis and freezing. Magn Reson Imaging 14(7/8):785–79110.1016/S0730-725X(96)00164-6 ↗
11. Hansen EW, Gran HC, Sellevold EJ (1997) Heat of fusion and surface tension of solids confined in porous materials derived from a combined use of NMR and calorimetry. Am Chem Soc J Phys Chem B 101(35):7027–703210.1021/jp9710594 ↗
12. Mitchell J, Beau J, Webber W, Strange JH (2008) Nuclear magnetic resonance cryoporometry. Phys Rep 461(1):1–3610.1016/j.physrep.2008.02.001 ↗
13. Schulson EM, Swainson IP, Holden TM, Korhonen CJ (2000) Hexagonal ice in hardened cement. Cem Concr Res 30(2):191–19610.1016/S0008-8846(99)00229-X ↗
14. Swainson P, Schulson EM (2001) A neutron diffraction study of ice and water within a hardened cement paste during freeze–thaw. Ibid 31(12):1821–1830
15. Olson RA, Christensen BJ, Coverdale RT, Ford SJ, Moss GM, Jennings HM, Mason TO, Garboczi EJ (1995) Interpretation of the impedance spectroscopy of cement paste via computer modelling Part III: microstructural analysis of frozen cement paste. J Mater Sci 30(20):5078–5086. doi:10.1007/BF0035605210.1007/BF00356052 ↗
16. Perron S, Beaudoin JJ (2002) Freezing of water in Portland cement paste: an a.c. impedance spectroscopy study. Cem Concr Comp 24(5):467–47510.1016/S0958-9465(01)00078-6 ↗
17. Sato T, Beaudoin JJ (2011) Coupled AC impedance and thermomechanical analysis of freezing phenomena in cement paste. Mater Struct 44(2):405–41110.1617/s11527-010-9635-3 ↗
18. Wang Z, Zeng Q, Wang L, Yao Y, Li K (2013) Characterizing blended cement pastes under cyclic freeze–thaw actions by electrical resistivity. Constr Build Mater 44(July):477–48610.1016/j.conbuildmat.2013.02.042 ↗
19. Idem (2014) Effect of moisture content on freeze–thaw behavior of cement paste by electrical resistance measurements. J Mater Sci 49(12):4305–4314. doi:10.1007/s10853-014-8126-210.1007/s10853-014-8126-2 ↗
20. Cao J, Chung DDL (2002) Damage evolution during freeze–thaw cycling of cement mortar studied by electrical resistivity measurement. Cem Concr Res 32(10):1657–166110.1016/S0008-8846(02)00856-6 ↗
21. British Standards Institution BS-EN-197-1 (2000) Cement-part 1: composition, specifications and conformity criteria for common cements. BSI, London
22. British Standards Institution BS-EN15167-1 (2006) Ground granulated blast furnace slag for use in concrete, mortar and grout, part 1: definitions, specifications and conformity criteria. BSI, London
23. British Standards Institution BS-EN450-1 (2005) Fly ash for concrete-part 1: definition, specifications and conformity criteria. BSI, London
24. British Standards Institution BS-EN934-2 (2009) Admixtures for concrete, mortar and grout. Part 2: concrete admixtures. BSI, London
25. British Standards Institution BS 8500-1 (2006) Concrete- Complementary British Standard to BS EN 206-1, part 1: method of specifying and guidance for the specifer. BSI, London
26. McCarter WJ, Brousseau R (1990) The A.C. response of hardened cement paste. Cem Concr Res 20(6):891–90010.1016/0008-8846(90)90051-X ↗
27. McCarter WJ, Starrs G, Kandasami S, Jones MR, Chrisp M (2009) Electrode configurations for resistivity measurements on concrete. Am Concr Inst Mater J 106(3):258–264
28. Whittington HW, McCarter J, Forde MC (1981) The conduction of electricity through concrete. Mag Conc Res 33(114):48–6010.1680/macr.1981.33.114.48 ↗
29. Kjeldsen AM, Geiker MR (2008) On the interpretation of low temperature calorimetry data. Mater Struct 41(1):213–22410.1617/s11527-007-9239-8 ↗
30. Setzer MJ, Fagerlund G, Janssen DJ (1996) CDF test: test method for the freeze–thaw resistance of concrete-tests with sodium chloride solution. Ibid 29(9):523–528
31. Basheer L, Cleland DJ (2006) Freeze–thaw resistance of concretes treated with pore liners. Constr Build Mater 20(10):990–99810.1016/j.conbuildmat.2005.06.010 ↗
32. American Society for Testing and Materials (ASTM) C666/C666M-03 (2008) Standard test method for resistance of concrete to rapid freezing and thawing. In: Annual book of ASTM standards, vol 04.02. ASTM International, West Conshohocken, pp 341–346
33. Schindler AK (2004) Effect of temperature on hydration of cementitious materials. Am Concr Inst Mater J 101(1):72–81
34. Lin F, Meyer C (2009) Hydration kinetics modeling of Portland cement considering the effects of curing temperature and applied pressure. Cem Concr Res 39(4):255–26510.1016/j.cemconres.2009.01.014 ↗
35. Thomas JJ, Jennings HM (2002) Effect of heat treatment on the pore structure and drying shrinkage behavior of hydrated cement paste. J Am Ceram Soc 85(9):2293–229810.1111/j.1151-2916.2002.tb00450.x ↗
36. Titulaer MK, Talsma H, Jansen JBH, Geus JW (1996) The formation of ice between hydrocalcite particles measured by thermoporometry. Clay Miner 31(2):263–27710.1180/claymin.1996.031.2.12 ↗
37. Fagerlund G (1973) Determination of pore-size distribution from freezing-point depression. Mater Struct 6(33):191–201
38. Haghighi H, Chapoy A, Tohidi B (2008) Freezing point depression of electrolyte solutions: experimental measurements and modeling using the cubic-plus association equation of state. Ind Eng Chem Res 47(11):3983–398910.1021/ie800017e ↗
39. Zuber B, Marchand J (2000) Modeling the deterioration of hydrated cement systems exposed to frost action part 1: description of the mathematical model. Cem Concr Res 30(12):1929–193910.1016/S0008-8846(00)00405-1 ↗
40. Ai H, Young JF, Scherer GW (2001) Thermal expansion kinetics: Method to measure permeability of cementitious materials: II application to hardened cement paste. J Am Ceram Soc 84(2):385–39110.1111/j.1151-2916.2001.tb00666.x ↗
41. Xu S, Simmons GC, Scherer GW (2004) Thermal expansion and viscosity of confined liquids. Mat Res Soc Symp Proc 790:6.8.1–6.8.7 (MRS fall meeting symposium P: dynamics in small confining systems; Fourkas JT, Levitz P, Urbakh M, Wahl KJ (eds))
42. Claisse PA, Cabrera JG, Hunt DN (2001) Measurement of porosity as a predictor of the durability performance of concrete with and without condensed silica fume. Adv Cem Res 13(4):165–17410.1680/adcr.2001.13.4.165 ↗
43. Kumar R, Bhattacharjee B (2003) Porosity, pore size distribution and in situ strength of concrete. Cem Concr Res 33(1):155–16410.1016/S0008-8846(02)00942-0 ↗
44. Lian C, Zhuge Y, Beecham S (2011) The relationship between porosity and strength for porous concrete. Constr Build Mater 25(11):4294–429810.1016/j.conbuildmat.2011.05.005 ↗
45. Chen X, Wu S, Zhou J (2013) Influence of porosity on compressive and tensile strength of cement mortar. Constr Build Mater 40(March):869–87410.1016/j.conbuildmat.2012.11.072 ↗
46. Li S, Roy DM (1986) Investigation of relations between porosity, pore structure, and C1− diffusion of fly ash and blended cement pastes. Cem Concr Res 16(5):749–75910.1016/0008-8846(86)90049-9 ↗
47. Lu S, Landis EN, Keane DT (2006) X-ray microtomographic studies of pore structure and permeability in Portland cement concrete. Mater Struct 39(6):611–62010.1617/s11527-006-9099-7 ↗