Pile Foundation Antifreezing Measures Research in Seasonal Frozen Soil Region

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Abstract:

Canal bridge and aqueduct main foundation types include well column, pier, bored piles, bent pile etc. Most of these foundations are in low-lying conduit. The water content of foundation soil is very rich. Especially pile foundation in the drain, due to the high underground water level, pile foundation around soil is in a state full of water. So such type of foundation freeze injury phenomenons are very serious. In order to solve such freeze injury problems, some antifreezing measures are adopted.

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767-771

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Liu, Yafeng, & Zhang, Benqiu. Frost damage and prevention of small and medium-sized hydraulic structures. The northeast water conservancy and hydropower, 1998, 4.

Google Scholar

[2] Chen, Xiaobai, & Liu, Hongxu. Soil frost heave research present situation and task. The fourth national conference on glacial permafrost academic (frozen soil). Science press, (1990).

Google Scholar

[3] Xu, Xuezu, & Deng, Yousheng. Experimental study of moisture migration in permafrost. Beijing: Science press, 1991. 21 ~ 29, 36-94.

Google Scholar

[4] Zheng, Xiuqing, Fan, Guicheng, & Zhao Shengyi. Water movement in seasonal frozen soil. Journal of taiyuan university of technology, 1998, 1.

Google Scholar