煤炭工程 ›› 2014, Vol. 46 ›› Issue (10): 102-105.doi: 10.11799/ce201410028

• 施工技术 • 上一篇    下一篇

不同地区冻结岩土物理力学性能试验及冻结方案选择

尹楠1,陈军浩2   

  1. 1. 安徽省淮南市安徽理工大学土木建筑学院
    2. 安徽理工大学土木建筑学院
  • 收稿日期:2013-09-16 修回日期:2014-01-04 出版日期:2014-10-10 发布日期:2014-10-10
  • 通讯作者: 尹楠 E-mail:austyinnan@163.com

Physical and Mechanical Properties Test and Freezing Method Selection of Frozen Rock in Different Regions

  • Received:2013-09-16 Revised:2014-01-04 Online:2014-10-10 Published:2014-10-10

摘要:

进行了华东、西北地区冻结岩土物理力学性能试验,对比了相互之间的差异。得出白垩系、侏罗系地层岩石导热系数大、比热小、冻胀率小等物理性能。岩石自身强度高,在低温条件下,随养护温度降低,强度进一步提高,但主要体现在-5~-10℃区间,-10℃条件下强度可达10MPa以上,极限破坏应变介于1%~3%之间等力学指标。探讨了华东地区深厚冲积层冻结方案,此经验基础上,提出在白垩系、侏罗系地层冻结方案设计时以考虑防水为主,考虑掘进时爆破对冻结管的影响,应适当加大冻结管圈径,但采用单圈管冻结即可满足工程要求。试验结果为西北地区冻结方案设计提供参考。

关键词: 西北地区, 冻结法凿井, 冻结方案, 物理力学性能

Abstract:

The study carried out the physical and mechanical properties test of frozen rock in the area of east and northwest, and compared the differences between difference area, then the physical properties of rock in Cretaceous and Jurassic strata such as the big thermal conductivity coefficient, the small specific heat and the small frost heaving and so on have been obtained. Rock is high in strength, under the condition of low temperature, with the decrease of the maintenance temperature, the strength is further improved, but mainly in -5~-10℃, in -10℃, the strength is more than 10MPa, the limit fracture strain is in 1%~3%. The freezing method in deep alluvium in east has been discussed, based on this experience, the freezing method in Cretaceous and Jurassic strata mainly considers waterproof and the influence of blasting on freezing tube when driving, so it should be appropriately increased the diameter of freezing pipe, but with the single coil tube can meet the engineering requirements. The results can provide a reference for the design of freezing in Northwest China.

Key words: Northwest region, Freeze sinking, Freezing method, Physical and mechanical properties

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