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《Journal of Glaciology and Geocryology》 2006-06
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Thermal and Mechanical Analysis of the Artificial Freezing Method Applied to A Subway Tunnel in Guangzhou

LI Shuang-yang, ZHANG Ming-yi, GAO Zhi-hua, ZHANG Shu-juan (State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China)  
In this paper,a subway tunnel in Guangzhou constructed by employing artificial freezing method is taken as an engineering example.Firstly,based on the governing differential equations of the transient temperature field with phase change and heat of hydration of lining cement,the temperature fields are analyzed through using finite element formulae deduced by Galerkin method.Then,according to the features of the temperature field,a frozen wall is determined,and the stresses and displacements of soils are computed and analyzed through using creep constitutive model for frozen soil and elastoplastic constitutive model for unfrozen soil.The results show that,as an auxiliary method to construct a tunnel,applying artificial freezing method to construct tunnel can satisfy not only the strength requirement of structures but also the requirement of settlements of ground surface.
【Fund】: 国家杰出青年科学基金项目(40225001);; 中国科学院知识创新工程重大项目(KZCX3-SW-351资助
【CateGory Index】: U231.3
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