郑先昌, 郑伟锋. 中国南极中山站区冻土融沉和冻胀模拟试验及基础对策研究[J]. 工程力学, 2010, 27(增刊I): 154-158.
引用本文: 郑先昌, 郑伟锋. 中国南极中山站区冻土融沉和冻胀模拟试验及基础对策研究[J]. 工程力学, 2010, 27(增刊I): 154-158.
ZHENG Xian-chang, ZHENG Wei-feng. FREEZE-THAW AND FREEZE-HEAVING EXPERIMENT AND THE FOUNDAMENTAL COUNTERMEASURE OF THE CHINA ZHONGSHAN STATION IN THE SOUTH POLE[J]. Engineering Mechanics, 2010, 27(增刊I): 154-158.
Citation: ZHENG Xian-chang, ZHENG Wei-feng. FREEZE-THAW AND FREEZE-HEAVING EXPERIMENT AND THE FOUNDAMENTAL COUNTERMEASURE OF THE CHINA ZHONGSHAN STATION IN THE SOUTH POLE[J]. Engineering Mechanics, 2010, 27(增刊I): 154-158.

中国南极中山站区冻土融沉和冻胀模拟试验及基础对策研究

FREEZE-THAW AND FREEZE-HEAVING EXPERIMENT AND THE FOUNDAMENTAL COUNTERMEASURE OF THE CHINA ZHONGSHAN STATION IN THE SOUTH POLE

  • 摘要: 该文介绍了南极中山站的工程地质概况,结合国家“十五”能力建设期间对南极中山站区规划设计的需要,进行了冻土的取样以及试样融沉和冻胀模拟试验,在分析中山站区冻土的基本物理力学性状,研究试样含水量参数等对融沉和冻胀性能的影响和相关关系的基础上,根据中山站实际情况和试样试验成果为站区建筑物设计提供基础方案和措施。

     

    Abstract: The geological situation of Zhongshan station in the southern pole is introduced in this paper, with the frozen soil experiment completed in order to carry out smoothly the design of the tenth-five-year-plan construction of the Zhongshan Stations. The basic mechanical properties of the frozen soil in Zhongshan Station is analyzed, and the relationship between the water content and the freeze-thaw (heave) is studied, based on which the reasonable foundation scheme is put forward at the end of this paper.

     

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