期刊文献+

人工冻结深厚表土冻胀特性及水热迁移的试验研究 被引量:3

Experimental Study on Freezing Expansion and Water-Heat Transference of Artificially Frozen Deep Overburden Soil
下载PDF
导出
摘要 通过自主研发的土体冻融装置,在开放系统下进行了单向冻结深厚表土试验,研究了冷端温度、含水率对土体冻胀及冻结过程中水热迁移的影响规律。结果表明:含水率影响了快速增长阶段的冻胀量和增长减缓阶段的冻胀时间。冻胀率和含水率呈良好的线性关系,开放系统下的土体冻结也可能会发生冻缩现象。 Unidirectional freezing deep overburden soil tests were carried out by soil freezing and thawing apparatus with water supply. The influences of temperature of freezing plate and water content on freezing expansion of soil and water-heat transference were researched. The results show that the water content has almost. The water content affects the frost heave amount in rapid growth stage and the frost heave time in growth slowing stage . The frost heaving rate and water content show a good linear relationship . Under open system, freezing soil may also occur cold shrink phenomenon
作者 吴东军 朱杰 李锐阳 WU Dong-jun;ZHU Jie;LI Rui-yang(School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China)
出处 《煤炭技术》 CAS 2018年第5期49-52,共4页 Coal Technology
基金 国家自然科学基金项目(41301074)
关键词 冷端温度 含水率 水热迁移 冻胀率 temperature of freezing plate water content water-heat transference frost heave ratio
  • 相关文献

参考文献8

二级参考文献62

共引文献78

同被引文献18

引证文献3

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部