Application of the Ultrasonic Method in Evaluation of Properties of Stabilized Mixes

Authors

  • Sanja Dimter Dept of Civil Engineering, J. J. Strossmayer University of Osijek, Drinska 16a, 31000 Osijek, Croatia
  • Tatjana Rukavina Dept of Civil Engineering, University of Zagreb, Kačićeva 26, 10000 Zagreb, Croatia
  • Ivana Barišić Dept of Civil Engineering, J. J. Strossmayer University of Osijek, Drinska 16a, 31000 Osijek, Croatia

DOI:

https://doi.org/10.3846/bjrbe.2011.23

Keywords:

properties, fly ash stabilized mixes, density, compressive strength, ultrasonic pulse velocity, regression models

Abstract

Application of nondestructive methods in assessing the properties of materials and mixes is very popular because of their simplicity and noninvasive nature. The ultrasonic method is, as one of nondestructive methods, used for more than 60 years in determining the properties of concrete mixes. However, only recently it has been applied application in studies of the stabilization mixes intended for road construction. The ultrasonic method is based on measurement of the travel time of longitudinal ultrasonic waves through the sample. In this paper, the investigation of stabilized mixes containing sand from river Drava stabilized with cement and fly ash are presented. The aim of the research was to determine the impact of changes in the composition of mixes and in the regime of care on the density, compressive strength and ultrasonic velocity. An additional goal was to analyze the relationship between the investigated properties of mixes and the ultrasonic velocity. The compressive strength of the stabilized mixture is determined by the destructive method according to Croatian Standards HRN.U.B1.030 Unconfined Compressive Strength as the average stress in a sample during uniaxial compression testing at the ultimate force. Testing of density and compressive strength of mixes and determination of the ultrasonic speed has been performed after 7, 28 and 90 days of curing at four different temperatures: 5 °C, 15 °C, 25 °C and 35 °C. The obtained results indicated the direct influence of fly ash quantity on the observed properties. Increase in the amount of fly ash caused a decrease in the mixture compressive strength, its density and ultrasonic velocity. A significant influence of treatment temperature on the compressive strength, density and ultrasonic velocity was also observed. Finally, correlation between density and ultrasonic velocity, as well as compressive strength and ultrasonic velocity was established. Exponential relationship between the compressive strength of stabilized mixes and ultrasonic velocity proved to be very strong, and similar to those obtained in previous studies by other researchers. Test results showed that the ultrasonic method can be useful in assessing properties of stabilized mixes.

References

Bai, J.; Gailius, A. 2009. Consistency of Fly Ash and Metakaolin Concrete, Journal of Civil Engineering and Management 15(2): 131–135. doi:10.3846/1392-3730.2009.15.131-135

De Castro Ferreira, R.; Camarini, G. 2001. Compressive Strength of Soil Stabilized with Lime Through Ultrasonic Method, in Proc. of the Conference Agribuilding. September 3–7, 2001, Campinas, Brazil, 287–300.

Demirboğa, R.; Türkmen, I.; KarakoÇ, M. 2004. Relationship between Ultrasonic Velocity and Compressive Strength for High-Volume Mineral-Admixtured Concrete, Cement and Concrete Research 34(12): 2329–2336. doi:10.1016/j.cemconres.2004.04.017

Dimter, S. 2005. Svojstva stabilizacijskih mješavina namijenjenih gradnji cesta [Properties of Stabilized Mixes for Road-Construction]. PhD thesis. Dept of Civil Engineering University of Zagreb. 156 p.

Jones, R. 1966. Measurement of Elastic and Strenght Properties of Cemented Materials in Road Bases, Highway Research Record 128: 101–111.

Jones, R. 1949. The Nondestructive Testing of Concrete, Magazine of Concrete Research 1(2).

Kosior-Kazberuk, M.; Lelusz, M. 2007. Strength Development of Concrete with Fly Ash Addition, Journal of Civil Engineering and Management 13(2): 115–122.

Leslie, R.; Cheesman, W. 1949. An Ultrasonic Method of Studying Deterioration and Cracking in Concrete Structures, American Concrete Institute Journal 46(1):17.

Lin, Y.; Kuo, S.-F.; Hsiao, C.; Lai, C.-P. 2007. Investigation of Pulse Velocity-Strength Relationship of Hardened Concrete, ACI Materials Journal 104(4): 344–350.

Malhotra, V. 1976. Testing Hardened Concrete: Nondestructive Methods. 1st edition. Iowa State University Press. 188 p.

Naik, T.; Malhotra, V.; Popovics, J. 2004. The Ultrasonic Pulse Velocity Method, in Handbook on Nondestructive Testing of Concrete, 2nd edition by Malhotra, V. M.; Carino, N. J. CRC Press, 181–199.

Solís-Carcaño, R.; Moreno, E. I. 2008. Evaluation of Concrete Made with Chrushed Limestone Aggregate Based on Ultrasonic Velocity, Construction and Building Materials 22(6): 1225–1231. doi:10.1016/j.conbuildmat.2007.01.014

Yesiller, N.; Hanson, J. L.; Rener, A. T.; Usmen, M. A. 2002. Ultrasonic Testing for Evaluation of Stabilized Mixtures, Transportation Research Record: Journal of the Transportation Research Board 1757: 32–39. doi:10.3141/1757-04

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Published

27.09.2011

How to Cite

Dimter, S., Rukavina, T., & Barišić, I. (2011). Application of the Ultrasonic Method in Evaluation of Properties of Stabilized Mixes. The Baltic Journal of Road and Bridge Engineering, 6(3), 177-184. https://doi.org/10.3846/bjrbe.2011.23