欢迎登录材料期刊网

材料期刊网

高级检索

A non-contacting electrical resistivity measurement device was used to investigate the effect of different types and contents of mineral admixtures on the hydration performance of mortars 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 furnace 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.

参考文献

[1] BS EN 196-5:1996.BS EN 196-5:1996.Methods of Testing Cement.Pozzolanicity Test for Pozzolanic Cements.British Standards Institute.389 Chiswick high Road.London.W4 4AL[S].
[2] ASTM C311-77.ASTM C311-77.Standard Methods of Sampling and Testing Fly Ash or Natural Pozzolanas for Use as a Mineral Admixture in Portland Cement Concrete[S].USA
[3] IS:1727:1967.IS:1727:1967.Indian Standard-Methods of Test for Pozzolanic Materials.Indian Standards Institute.Manak Bhavan.9 Bahadur Shah Zafar Marg.New Dehli 1.India[S].
[4] LV Liang.Performance of Fly Ashes and Its Application[M].北京:电子工业出版社,1998
[5] QIAN Jue-shi.Fly Ash Characteristic and Fly Ash Concrete[M].北京:科学出版社,2002
[6] Philippe Lawrence;Martin Cyr;Erick Ringot .Mineral admixtures in mortars Effect of inert materials on short-term hydration[J].Cement and Concrete Research,2003(12):1939-1947.
[7] FM Lea.The Chemistry of Cement and Concrete[M].EDWARD ARNOLD PUBLISHERS LTD,1937
[8] K Wesche.Fly ash in Concrete:Properties and Performance[M].London:Chapman and Hall Ltd,1991
[9] C Tashiro;K Ikeda;Y Inoue .Evaluation of Pozzolanic Activity by the Electrical Resistance Measurement Method[J].Cement and Concrete Research,1994,24:1133-1139.
[10] LI Zongjin;LI Wenlai .No-contacting Method for Resistivity Measurement of Concrete Specimen[P].US 663941,2003.
[11] B P Hughs;A K O Soleit;R W Brierley .New Technique for Determining the Electrical Resistivity of Concrete[J].Magazine of Concrete Research,1985,37(133):243.
[12] HE Zhen;LI Zongjin .Non-contact Resistivity Measurement for Characterization of The Hydration Process of Cement-Paste with Excess Alkali[J].Advanced in Cement Research,2004,16(01):29-34.
[13] LI Zongjin;WEI Xiaosheng;LI Wenlai .Preliminary Interpretation of Hydration Process for Cement-based Materials at Early Ages[J].Journal of ACI Materials,2003,100(03):253-254.
[14] Sidney Mindess;J Francis Young;David Darwin .Concrete.2nd Edition,2003 and 1996 by Pearson Education[R].Inc Upper Saddle River,NJ 07458
[15] H F W Taylor.Cement Chemistry[M].Thomas Telford Publishing,Thomas Telford Services Ltd,1997
[16] G Appa Rao .Investigation on the Performance of Silica Fumeincorporated Cement Pastes and Mortar[J].Cement and Concrete Research,2003,33:1795-1770.
[17] H Cheng Yi;R F Feldman .Hydration Reactions in Portland Cement-silica Fume Blends[J].Cement and Concrete Research,1985,15:585.
[18] R F Feldman;H Cheng Yi .Properties of Portland Cement Silica Fume Pasters:Ⅱ Mechanical Properties[J].Cement and Concrete Research,1985,15:943-952.
[19] M D Cohen.A Look at Silica Fume and Its Actions in Portland Cement Concrete[J].Indian Concr J,1990(09):429-438.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%