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人工冻土冻胀及其抑制研究述评
引用本文:别小勇,梁恒昌,胡敬礼,刘金龙.人工冻土冻胀及其抑制研究述评[J].淮海工学院学报,2002(1).
作者姓名:别小勇  梁恒昌  胡敬礼  刘金龙
作者单位:中国矿业大学,中国矿业大学,中国矿业大学,中国矿业大学 江苏徐州 221008,江苏徐州 221008,江苏徐州 221008,江苏徐州 221008
摘    要:人工冻结法施工技术是岩土工程尤其是特殊地质和工程条件下地下工程施工的重要方法之一,但冻胀现象制约了该方法的推广应用。从人工冻土冻胀的影响因素、物理模拟概况、数值模拟现状及冻胀抑制等方面总结归纳了国内外在冻胀及其抑制上的研究成果。

关 键 词:人工冻土  冻胀  物理模拟  数值模拟

Commentary on Frost Heave of Artificially Frozen Soil and Its Control
Bie Xiaoyong Liang Hengchang Hu Jingli Liu Jinlong.Commentary on Frost Heave of Artificially Frozen Soil and Its Control[J].Journal of Huaihai Institute of Technology:Natural Sciences Edition,2002(1).
Authors:Bie Xiaoyong Liang Hengchang Hu Jingli Liu Jinlong
Affiliation:China University of Mining & Technology Xuzhou Jiangsu 221008
Abstract:Artificial ground freezing is an important method of rock and earth engineering applied in the under-ground project especially in distinguishingly pecial geology and engineering conditions. But its application is restricted because of frost heave. According to influence factors of artificially frozen soil, physical simulation,numerical simulation and the control of frost heave, this paper sums up the research achievement of frost heave.
Keywords:artificially frozen soil  frost heave  physical simulation  numerical simulation
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