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冻结法几个关键问题及在地下空间近接工程中最新应用

  • 陈湘生
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  • (深圳市地铁集团有限公司, 广东 深圳 518026)
陈湘生(1956—),男,湖南湘潭人,1982年毕业于淮南矿业学院(现安徽理工大学),2000年在清华大学获得博士学位,研究员,深圳市地铁集团有限公司总工程师,从事地铁工程、隧道与地下工程专业。

收稿日期: 2015-07-15

  修回日期: 2015-09-20

  网络出版日期: 2016-01-08

Several Key Points of Artificial Ground Freezing Method and  Its Latest Application in China

  • CHEN Xiangsheng
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  • (Shenzhen Metro Group Co., Ltd., Shenzhen 518026, Guangdong, China)

Received date: 2015-07-15

  Revised date: 2015-09-20

  Online published: 2016-01-08

摘要

地层冻结法在我国应用已超过60年。作为地下工程和隧道工程治水最有效方法之一,既有它的优势也存在一定的风险。给出冻结工程的全过程流程,并从冻土结构在施工过程中受力机制分为“隔水”(水压)和“既隔水又承受岩土压”(土水压)之间的差异,详尽说明需要考虑的影响设计的主要因素,特别对地层冻胀和融沉机制和预防做出详细阐述,最后给出在隧道工程的地层冻结方面的最新进展。

本文引用格式

陈湘生 . 冻结法几个关键问题及在地下空间近接工程中最新应用[J]. 隧道建设, 2015 , 35(12) : 1243 -1251 . DOI: 10.3973/j.issn.1672-741X.2015.12.002

Abstract

Artificial ground freezing method has been applied in China for more than 60 years. As one of the most effective methods for controlling water in the underground works and tunnel works, artificial ground freezing method has its advantages and risks. In the paper, the procedure of artificial ground freezing is presented, the factors that should be considered in the design of artificial ground freezing are discussed, the mechanism of frost heaving and thaw settlement, as well as the prevention measures, are expounded, and the progress of artificial ground freezing method applied in tunel works are provided.

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