3D Numerical Analyses of Temperature Field for Construction of Connecting Passage in Metro Using Artificial Freezing Method

Canadian Institute of Mining, Metallurgy and Petroleum
Zhi-liang Wang Lin-fang Shen Jian-bin Xie
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
7
File Size:
746 KB
Publication Date:
Jan 1, 2015

Abstract

"In order to research temperature field for construction of connecting passage in Metro using artificial freezing method, the finite difference software FLAC3D is employed to numerically simulate construction process of connecting passage. During construction, the overall distribution of temperature field around connecting passage, the relationship between soil temperature and freezing time, the distribution and variation for the thickness of freezing wall are studied from the perspective of numerical analysis. The results show as follows: after 55 days’ freezing, the soil temperature surrounding connecting passage is about -24 oC ~ -28 oC, and the minimum thickness of freezing wall is about 4.0m, which is larger than the design value 3.1m. So construction conditions have satisfied to the excavation of connecting passage and pumping station. During the excavation of connecting passage, soil temperature has almost no obvious change and the thickness of freezing wall remains constant mainly. After 45 days’ normal thawing, the temperature of freezing wall rises 12 oC approximately. And the soil temperature rises faster at the beginning of the normal thawing stage. In the whole process of construction, the frozen area is about 5m outside the edge of connecting passage, and the cooling area is about 10m outside the edge of connecting passage. INTRODUCTIONThe first recorded application of the artificial freezing method is on a mineshaft project in 1862, and it has been widely used in foundation pit engineering, subway tunnels, mine shaft engineering and so on (Wang Zhiliang, 2010; Zhang Juanxia, 2012; Qiu Fan, 2007; Zhou Xiaomin, 1999). This method has many advantages of enhancing soil strength; decreasing permeability and adopting various unstable soils (silt clay, sand, gravel, etc.). It has been applied successfully in metro engineering construction in Beijing, Shanghai and Nanjing. According to incomplete statistics, the construction of connecting passage using artificial freezing method accounted for 98% in Shanghai metro (Qiu Fan, 2007)."
Citation

APA: Zhi-liang Wang Lin-fang Shen Jian-bin Xie  (2015)  3D Numerical Analyses of Temperature Field for Construction of Connecting Passage in Metro Using Artificial Freezing Method

MLA: Zhi-liang Wang Lin-fang Shen Jian-bin Xie 3D Numerical Analyses of Temperature Field for Construction of Connecting Passage in Metro Using Artificial Freezing Method. Canadian Institute of Mining, Metallurgy and Petroleum, 2015.

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