Analysis on the Causes of Crack Formation and New Methods of Temperature Control during Construction of Super-High Arch Dam

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Abstract:

In this paper, the mechanism of typical temperature crack is systemically analyzed and the main cause for crack is discussed. Some efficient methods such as surface heat preservation, low temperature placing, interior heat gradient control, cooling height control, selection of water cooling mode have been discussed in depth. In additional, temperature monitoring, feed-back simulation instantaneous and crack risk early-warning are also considered as indispensable component for the temperature control and crack prevention work. At last, a series of temperature control and crack prevention new methods for super-high arch dam are suggested to ensure the safety of the dam under construction.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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4453-4457

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] ZHANG Guoxing, AI Yongping, LIU Youzhi1, LIU Yi. Discuss of temperature controlling and crack protecting in super- high arch dam [J]. Journal of Hydroelectric Engineering, (2010.Vol.24.NO.5:145-150, In Chinese ).

Google Scholar

[2] ZHANG Guoxing, Xie Min, Zhao Wenguang, Xiang Hong. Discussion of several issues for temperature stress simulation and temperature controlling in super-high dam [A], Hyaropoer 2006[C], Kunming in China, 2006.10 : 34-39, (in Chinese).

Google Scholar

[3] Zhang Guoxin, Liu Youzhi, Ma Xiaofang. Discussion of crack induced by low temperature [J]. Water resources and Hydropower engineering,2010.Vol.41.No.7:45-48.

Google Scholar

[4] Liu Youzhi, Zhang Guoxin, etc. Risk optimization of water cooling in super-high dam during construction [A]. water science advancing [C]. 2008.11:34-38(In Chinese).

Google Scholar

[5] Zhu Bofang. Planning of pjpe cooling of concrete dams at later stage [J]. Water resources and Hydropower engineering,2008,vol.39.No.1: 27~31.

Google Scholar

[6] Zhang Guoxin. Program handbook of temperature and stress field simulation for mass concrete structure [R]. China institute of water resources and hydropower research , 1994~2010 (In Chinese).

Google Scholar

[7] Zhu Bofang. Temperature stress and temperature controlling in mass concrete [M]. 1999 (In Chinese).

Google Scholar