Test Methods for Suspended Load Abrasion and Bed Load Abrasion on Hydraulic Concrete

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The machanisms of suspended load abrasion and bed load abrasion are different, but they are not distinguished in the current test methods to evaluate the abrasion resistance of concrete. The abrasion resistance to bed load can be tested by underwater method, and to bed load can be tested by ring speciman method. To study the influence of mixture parameters of concrete to these two machanisms, concretes with different aggregates, different dosage of fly ash and different strength grade were tested by high speed underwater method and high speed ring speciman method. The results showed that the amount of cementing materials and the types of fine aggregate had a significant effect on the high-speed ring specimen method, but it wasn’t affected by the class of strength, so this method only reflected the abrasion resistance of the outer concrete and was easily influenced by the quality of concrete surface; high-speed underwater method was just only related to the types of aggregate, and had little effect on the rest, so it could reflect the abrasion resistance of the inner concrete without caring about the quality of concrete surface. Therefore, choosing different test methods for evaluating the abrasion resistance of concrete should be based on the actual condition in the projects.

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370-375

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April 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Technical specification for abrasion and cavitation resistance of concrete in hydraulic structures. DL/T 5207-2005[S]. Beijing: China electric power press, (2005).

Google Scholar

[2] YANG Cheng-qiu. Study of abrasion resistance material on hydraulic structures[J]. Sichuan Water Power, 1982, (2): 72-74.

Google Scholar

[3] CHEN Yuan-qing, WUANG Shi-peng. Prototype observation of hydraulic characteristics at Geheyan Projects stilling basin[J]. Yangtze river, 2000, 31(7): 33-35.

Google Scholar

[4] TIAN Jun-tao, JIANG Fu-tian. Development of abrasion-resistance apparatus against high speed flow and study of abrasion resistance mechanism[J]. journal of china institute of water resources and hydropower resrarch, 2006, 4(2): 123-127.

Google Scholar

[5] LOU Peng. Research on the abrasion test method and the abrasion resistance of concrete subjects to bed load [D]. Wuhan: wuhan university, (1992).

Google Scholar

[6] Yu-Wen Liu, Tsong Yen. Abrasion erosion of concrete by water-borne sand[J]. Cement and Concrete Research, 2006, 36(10): 1814-1820.

DOI: 10.1016/j.cemconres.2005.03.018

Google Scholar

[7] E. Horszczaruk. The model of abrasive wear of concrete in hydraulic structures[J]. Wear, 2004, 256(7-8): 787-796.

DOI: 10.1016/s0043-1648(03)00525-8

Google Scholar

[8] LIN Bao-yu, SHAN Guo-liang. Research on the durability of dam concrete-abrasion and cavitation resistance [R]. Report of Nanjing Hydraulic Research Institute, (1991).

Google Scholar

[9] T.C. Holland. Erosion resistance with silica-fume concrete[J]. Concrete International, 1987, 9(3): 32-40.

Google Scholar

[10] Rafat Siddique. Performance characteristics of high-volume Class F fly ash concrete[J]. Cement and Concrete Research, 2004, 34(3): 487-493.

DOI: 10.1016/j.cemconres.2003.09.002

Google Scholar