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《Journal of Glaciology and Geocryology》 2005-04
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Application of the Artificially Ground Freezing Method to Shanghai Metro Engineering

YU Zhan-kui~\{1, 2\},HUANG Hong-wei~2,WANG Ru-lu~3,XU Ling~2,LI Wen-ting~1(1. College of Civil Engineering, Shanghai Teacher University, Shanghai 201418, China; 2. Department of Geotechnical Engineering,Tongji University, Shanghai 200092, China; 3. Shanghai Metro Management Limited Company, Shanghai 200031, China)  
The paper discusses the technology of the artificially ground freezing and analyzes the data gathered in the process of making artificially frozen walls. The boundary with greater temperature difference in frozen soil and the rigid boundary of the frozen wall have important impact on the artificially frozen wall. The strength of frozen wall near the boundary of greater temperature difference is obviously poor. The higher the temperature of the boundary of frozen wall is, the lower the strength of frozen wall is. So the area of the high temperature difference has a great affect on the underground construction. The distance between the rigid boundary and the frozen wall apparently influences the frost-heaving force. The shorter the distance is, the greater the frost-heaving force is. The study shows that selecting some proper parameters of the freezing system and designing some holes for frost-heaving release can control the frost-heaving force and the amount of frost heaving.
【Fund】: 国家自然科学基金项目(50279032);; 上海市科委重大攻关项目(04DZ12019);; 上海市教育委员会科学项目(04DC35)资助
【CateGory Index】: U231.3
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