Early-age electrical resitivity and reactive capacity of mineral admixtures in mortars

Liang Wenquan , He Zhen , Zhang Yongchuan , Chen Meizhu , Yang Huaquan

Journal of Wuhan University of Technology Materials Science Edition ›› 2006, Vol. 21 ›› Issue (4) : 158 -162.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2006, Vol. 21 ›› Issue (4) : 158 -162. DOI: 10.1007/BF02841229
Article

Early-age electrical resitivity and reactive capacity of mineral admixtures in mortars

Author information +
History +
PDF

Abstract

A non-contacting electrical resistivity measurement device used to investigate the effect of different types and contents of mineral admixtures on the hydration performance of mortanrs during early age. The experimental results show that the changes of measured resistivity with time of hydration can be used to describe the hydration characteristics of cement-based materials, as well as the physical and chemical behavior of fly ash; blast furnance slag and silica fume at the very early ages. With an increasing replacement ratio of mineral admixtures, for the specimens blended with fly ash or slag, the resistivity increases firstly, then the following flatting period extends and after setting the resistivity increasing becomes slow and consequently a lower resistivity value at 24 hours occurs. This is due to the dilution effect and lower pozzolanic/hydraulic activity of fly ash and slag. However, for the samples incorporated with silica fume, the resistivity value through 24 hours is lower with shorter flatting period and larger slope in the resistivity curves, which is because of its particle size effect and higher pozzolanic activity of silica fume. Moreover, non-contacting resistivity measurement might provide a helpful information to predict the long term performance including the durability of cement-based materials at early ages.

Keywords

mineral admixtures / pozzolanic capacity / early age / electrical resistivity / cement-based composites

Cite this article

Download citation ▾
Liang Wenquan, He Zhen, Zhang Yongchuan, Chen Meizhu, Yang Huaquan. Early-age electrical resitivity and reactive capacity of mineral admixtures in mortars. Journal of Wuhan University of Technology Materials Science Edition, 2006, 21(4): 158-162 DOI:10.1007/BF02841229

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

BS EN 196-5: 1996.Methods of Testing Cement [S]. Pozzolanicity Test for Pozzolanic Cements, British Standards Institute, 389 Chiswick high Road, London, W4 4AL

[2]

ASTM C311-77.Standard Methods of Sampling and Testing Fly Ash or Natural Pozzolanas for Use as a Mineral Admixture in Portland Cement Cancrete [S]. American Society for Testing and Materials, 1916 Race St., Philadelphia, 19103, USA

[3]

IS: 1727: 1967.Indian Standard-Methods of Test for Pozzolanic Meterials [S]. Indian Standards Institute, Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Dehli 1, India

[4]

Liang LV. Performance of Fly Ashes and Its Application [M], 1998 Beijing: China Electricity Press.

[5]

Jue-shi QIAN. Fly Ash Characteristic and Fly Ash Concrete [M], 2002 Beijing: The Science Press.

[6]

Lawrence Philippe, Cyr Martin, Ringot Erick. Mineral Adxixtures in Mortars: Effect of Inert Materials on Short-term Hydration [J]. Cement and Concrete Research, 2003, 33: 1939-1947.

[7]

FM Lea.The Chemistry of Cement and Concrete [M]. Edward Arnold Publishers Ltd., 1937 (Reprinted 1970)

[8]

Wesche K. Fly ash in Concrete: Properties and Performance [M], 1991 London: Chapman & Hall.

[9]

Tashiro C, Ikeda K, Inoue Y. Evaluation of Pozzolanic Activity by the Electrical Resistance Measurement Method [J]. Cement and Concrete Research, 1994, 24: 1133-1139.

[10]

LI Zongjin and LI Wenlai.No-contacting Methods for Resistivity Measurement of Concrete Specimen [P]. US Patent. No. US6639 41.2003

[11]

Hughs B P, Soleit A K O, Brieley R W. New Technique for Determining the Electrical Resistivity of Concrete [J]. Magazine of Concrete Research, 1985, 37(133): 243-243.

[12]

Zhen HE, Zongjin LI. Non-contact Resistivity Measurement for Characterization of The Hydration Process of Cement-Paste with Excess Alkali[J]. Advanced in Cement Research, 2004, 16(1): 29-34.

[13]

Zongjin LI, Xiaosheng Wei, Wenlai Li. Preliminary Interpretation of Hydration Process for Cement-based Materials at Early Ages[J]. Journal of ACI Materials, 2003, 100(3): 253-254.

[14]

Mindess Sidney, Francis Young J, Darwin David. Concrete [M], 2003 2nd Edition Upper Saddle River, NJ 07458: by Pearson Education, Inc. 97-97.

[15]

H F W Taylor.Cement Chemistry [M]. Thomas Telford Publishing, Thomas Telford Services Ltd, 2nd edition, 1997

[16]

Appa Rao G. Investigation on the Performance of Silica Fume-incorporated Cement Pastes and Mortar[J]. Cement and Concrete Research, 2003, 33: 1795-1770.

[17]

Cheng Yi H, Feldman R F. Hydration Reactions in Portland Cement-silica Fume Blends [J]. Cement and Concrete Research, 1985, 15: 585-585.

[18]

Feldman R F, Cheng Yi H. Properties of Portland Cement Silica Fume Pasters: II Mechanical Properties [J]. Cement and Concrete Research, 1985, 15: 943-952.

[19]

Cohen M D. A Look at Silica Fume and Its Actions in Portland Cement Concrete [J]. Indian Concr. J., 1990, 9: 429-438.

AI Summary AI Mindmap
PDF

87

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/