煤炭工程 ›› 2015, Vol. 47 ›› Issue (4): 93-95.doi: 10.11799/ce201504031
• 研究探讨 • 上一篇 下一篇
王伸远1,李栋伟2
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摘要: 针对冻结土体内部三场相互变化规律研究尚不全面的情况,以淮南潘三矿新西风井井筒冻结工程为背景,使用安徽理工大学自行研制的WDC-100型100kN微机控制多功能冻土冻融压缩试验机,采用单因素正交实验法进行了不同冷端温度、大载荷条件下的4组实验。在此条件下得到了黏土的温度场、水分场、位移变形等的变化规律。
关键词: 关键字:冻胀, 温度场, 水分迁移, 位移场
Abstract: Abstract: Currently freezing method for its reliable sealing water, small disturbance to the surrounding environment, adaptability and other characteristics are widely used in mine construction, subway stations, underwater excavation and other projects. But the present research on frost heaving characteristics of soil was largely confined to the temperature, and the moisture. While the soil frost heave is the result of interaction with temperature field, moisture field and stress field. The study of the three fields’ mutual variation is not enough. In this paper four sets of experiments carried out at different cold junction temperature, high load conditions using single factor orthogonal experiment with WDC-100 type microcomputer control multifunction frozen soil compression testing machine developed by Anhui University of Science & Technology. we got the variation of the temperature field, the moisture field, and the deformation. This Provides necessary theoretical guidance for the future construction.
Key words: Key words: Frost heave, Temperature field, Moisture migration, Displacement field
中图分类号:
TD315
王伸远,李栋伟. 不同冷端温度大载荷条件下土的冻胀特性的试验研究[J]. 煤炭工程, 2015, 47(4): 93-95.
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