Quality Control of CSG with P-Wave Speed Measurement

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Abstract:

This paper first introduces the basic concept of the CSG (cemented sand and gravel) dam construction. It then puts forward a new quality control method by inspecting the in-situ P-wave speed of CSG as an alternative to the conventional specimen compression tests. Through an extensive experimental program, it is found that there is a good correlation between the compressive strength and P-wave speed of CSG, which makes the P-wave speed measurement potentially an effective and efficient quality control measure to evaluate the CSG strength on site.

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Periodical:

Advanced Materials Research (Volumes 1049-1050)

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497-504

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Online since:

October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Raphael, J.M.: The Optimum Gravity Dam, Rapid Construction of Concrete Dams (1970), ASCE, pp.221-224.

Google Scholar

[2] Japan Dam Engineering Center: Engineering Manual for Construction and Quality Control of Trapezoidal CSG Dam, September (2007).

Google Scholar

[3] Leslie J. R., Cheeseman W. J.: An ultrasonic method for studying deterioration and cracking in concrete structures. ACI Proceedings Vol. 46 (1949), pp.17-36.

Google Scholar

[4] Sansalone M., Streett W.: Impact-echo. Ithaca, New York (1997).

Google Scholar

[5] Sansalone M.: Impact-echo: the complete story. ACI Struct J Vol. 94(6) (1997), pp.777-786.

Google Scholar

[6] Hsiao C., Cheng C. C., Liou T., Juang Y., Detecting flaws in concrete blocks using the impact-echo method. NDT E Int Vol. 41 (2008), pp.98-107.

DOI: 10.1016/j.ndteint.2007.08.008

Google Scholar