As;Correzione della resistivitä elettrica di malte e calcestruzzi per variazioni di temperatura tra 3 e 25°c temperature correction from 3 to 25°c of the electrical resistivity of mortars and concretes

Industria Italiana del Cemento

Volumn 71, Issue 12, 2001, Pages 916-923

  Castellote, M ^a   Andrade, C ^a   Alonso, C ^a  

^a INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0035703581     PISSN: 00197637     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (16)

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2. Standard ISO 7888:1985. Water quality. Determination of the electrical conductivity.
3. C. ANDRADE, J. SARRIA, C. ALONSO. Relative humidity in the interior of concrete exposed to natural and artificial weathering, Cement & Concrete Res. 29 (1999) 1249-1259.
4. R.B. POLDER, Test methods for on site measurement of resistivity of concrete. A R1LEM TC-154 Technical Recommendation. Proceedings of the session Near Surface Testing for Strength and Durability of Concrete of the Fifth International CANMET/ACI Conference on Durability of concrete. Barcelona, Spain, 4-9 June 2000, pp 139-154.
5. The European Community Brite Euram Project BE95-1347. Statistical quantification of the environmental parameters in the corrosion rate model. (DURACRETE) 4lh Draft Report. (1998).
6. E. HAMMOND, T.D. ROBSON, Comparison of Electrical Properties of various cements and concretes. Engineer 199, pplH-115, (1985).
7. B. HOPE, K. ALAN, D.G. MANNING, Corrosion and Electrical Impedance in Concrete. Cement and Concrete Research, 15, N° 3, pp 525-534, (1985).
8. Y.P. VIRMANI, K.C. CLEAR, TJ. PASCO, 'Time to corrosion of reinforcing steel in concrete slabs. Vol 1,2. Washington, Federal Highway Administration Report, (1983).
9. H.W. WHITTINGTON, WJ. MCCARTER, M.C. FÖRDE, The conduction of electricity through concrete, Magazine of Concrete Research 22, n° 114, pp 48-60, (1981).
10. P- SCHIEBL, M. RAUPACH, Influence of temperature on the corrosion rate of steel in concrete containing chlorides. Proceedings of the First International Conference on Reinforced Concrete Materials in Hot Climates. Paper RCM36, pp 537-549, (1994).
11. S. MARIE, Influencia de la Temperatura en la rcsistividad y la humedad de morteros. Institute of construction science Eduardo Torroja and Ecole Nationale des Ponts et Chaussées Report. (1998). (Only available in Spanish).
12. WAGNER, R. TcmpcraUti'horrekturfaktoren fur die elektrische Leitfähigkeit von Winsseni. Z Wasser Abwasserforsch. (2) 1980.
13. NANNI, A., LUDWIG, D.A. AND MCGILLS, M.T., Plastic Shrinkage Cracking of Restrained Fiber-Reinforced Concrete. Transportation Research Record 1382, pp. 69-72, 1991.
14. BERKE, N.S. AND DALLAIRE, M.P., The Effect of Low Addition Rated of Polypropylene Fibers on Plastic Shrinkage Cracking and Mechanical Properties of Concrete. Fiber Reinforced Concrete: Developments and Innovations, AC1 SP-142, American Concrete Institute, Farmington Hills, Eds. J.I. Daniel and S.P. Shah, pp. 19-42, 1994.
15. SOROUSHIAN, P. AND RAVANBAKHSH, S., Control of Plastic Shrinkage Cracking with Specialty Cellulose Fibers. ACI Mater. J., Vol. 95, pp.429-435, 1998.
16. VANDEWALLE, L., Influence of Polypropylene Fibre Reinforcement on the Restrained Shrinkage and Cracking of Concrete. Proc. Fourth CANMET/ACI Intnl. Conf. on Durability of Concrete, Sydney, Australia, 1997.