Analysis on the Impact of the Status of the Fresh-Old Concrete Bonding Interface on Dam Safety

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Abstract:

The bonding problem of interface between the fresh and old concrete is one of the main technological difficulties in the Heightening Project of Danjiangkou Dam in the South-to-North Water Diversion Project. At present, no mature experiences or engineering examples are found in China for concrete dam heightening. Because of the external environmental impacts of temperature change, aging and hydraulic fracturing on the interface between the fresh and old concrete, crack is likely to occur, which brings risks to the safe operation of the dam. In this article, the finite element direct force method was used to calculate the internal force. The safety of No. 1 dam monolith was calculated in accordance with the standard method for gravity dam in three conditions of fresh-old concrete bonding interface, i.e., perfect condition, cracked interface and cracked interface with water seepage. Suggestions for their solutions were also provided.

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816-823

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chen Zhi-kang, Zheng Guang-Jun, Wang Li. Combine Design Measures of old and fresh concrete of Dan-Jiang-Kou Dam Heightening Project . Journal of Yangtze River, 40(23), 2009,P. 93-95. (Chinese).

Google Scholar

[2] LIAO Ren-qiang, CHEN Zhi-kang, ZHANG Guo-xin et al. Research Summary of the Key Technologies in the Heightening Project of Dan-Jiang-Kou Dam. Journal of South-to-North Water Transfers and Water Science & Technology, 7(6), (2009).

Google Scholar

[3] SHAN Liang, XU Yue-zhi. Numerical Analysis on Measures for Bonding Interface Between Fresh and Hardened Concrete in Heightening Project of Dan-Jiang-Kou Dam. Journal of Yangtze River Scientific Research Institute, 29(3), (2012).

Google Scholar

[4] Zhang Guo-xin, Liu Yi. Finite Element Direct Force Method in Stability Analysis of Dam Foundation[J]. Journal of Water Power , 32(12), (2006), pp.30-38. (Chinese).

Google Scholar

[5] Specifications of Design of Concrete Gravity Dam (SL319-2005). (China Water Power Press, Beijing,2005)(Chinese).

Google Scholar

[6] Zhu Bo-fang, Zhang Chao-ran, Zhang Guo-xin et al. Researches On the Structural Safety of High Concrete Arch Dams (China Water Power Press, Beijing,2010)(Chinese).

Google Scholar