郑先昌, 廖原. 2007: 南极长城站区工程地质及基础方案研究. 工程地质学报, 15(S1): 529-533.
    引用本文: 郑先昌, 廖原. 2007: 南极长城站区工程地质及基础方案研究. 工程地质学报, 15(S1): 529-533.
    ZHENG Xianchang, LIAO Yuan. 2007: ENGINEERING GEOLOGY AND FOUNDATION DESIGN FOR THE GREAT WALL STATION IN THE SOUTH POLE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 529-533.
    Citation: ZHENG Xianchang, LIAO Yuan. 2007: ENGINEERING GEOLOGY AND FOUNDATION DESIGN FOR THE GREAT WALL STATION IN THE SOUTH POLE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 529-533.

    南极长城站区工程地质及基础方案研究

    ENGINEERING GEOLOGY AND FOUNDATION DESIGN FOR THE GREAT WALL STATION IN THE SOUTH POLE

    • 摘要: 中国南极长城站极端的气候环境和当时的建设条件使先期建筑出现了一些基础病害,为了满足"十五" 能力建设期间长城站区规划设计的需要,笔者随21次队赴南极,负责站区冻土工程地质勘察和建筑适宜性区划,为站区建筑物基础设计提供方案、依据和参数。本文介绍了南极长城站的地质条件、地温场特征、已经出现的冻融病害,最后给出针对措施。

       

      Abstract: he previous buildings in the Great Wall Station in the South Pole turned up some foundational morbidity, since they were under the extremely bad climate and construction conditions meanwhile. In order to satisfy the design and construction for the Great Wall and the Zhongshan Stations during the tenth-five-year-plan, the author had been to the South Pole together with the 21th Chinese National Antarctic Research Expedition, and carried out a great deal of study about the frozen soil investigating and the building compatibility splitting. The paper introduced the engineering geological conditions, the subterraneous temperature field and already genetic foundational morbidity, eventually expounded some pointed measures.

       

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