期刊文献+

Research on the temperature field of a partially freezing sand barrier with groundwater seepage 被引量:8

Research on the temperature field of a partially freezing sand barrier with groundwater seepage
在线阅读 下载PDF
导出
摘要 To study the distribution characteristics and variation regularity of the temperature field during the process of seepage freezing,a simulated-freezing test with seepage of Xuzhou sand was completed by using a model test developed in-house equipment.By means of three group freezing tests with different seepage velocities,we discovered the phenomenon of the asymmetry of the temperature field under the influence of seepage.The temperature upstream was obviously higher than that downstream.The temperature gradient upstream was also steeper than that downstream.With a higher seepage velocity,the asymmetry of the temperature field is more pronounced.The asymmetry for the interface temperature profile is more strongly manifest than for the main surface temperature profile.The cryogenic barrier section is somewhat"heartshaped".With the increasing velocity of the seepage flow,the cooling rate of the soil decreases.It takes much time to reach the equilibrium state of the soil mass.In our study,seepage flow velocities of 0 m/d,7.5 m/d,and 15 m/d showed the soilcooling rate of 4.35°C/h,4.96°C/h,and 1.72°C/h,respectively. To study the distribution characteristics and variation regularity of the temperature field during the process of seepage freezing, a simulated-freezing test with seepage of Xuzhou sand was completed by using a model test developed in-house equipment. By means of three group freezing tests with different seepage velocities, we discovered the phenomenon of the asymmetry of the temperature field under the influence of seepage. The temperature upstream was obviously higher than that downstream. The temperature gradient upstream was also steeper than that downstream. With a higher seepage velocity, the asymmetry of the temperature field is more pronounced. The asymmetry for the interface temperature profile is more strongly manifest than for the main surface temperature profile. The cryogenic barrier section is somewhat 'heart shaped'. With the increasing velocity of the seepage flow, the cooling rate of the soil decreases. It takes much time to reach the equilibrium state of the soil mass. In our study, seepage flow velocities of 0 m/d, 7.5 m/d, and 15 m/d showed the soil cooling rate of 4.35 degrees C/h, 4.96 degrees C/h, and 1.72 degrees C/h, respectively.
出处 《Research in Cold and Arid Regions》 CSCD 2017年第3期280-288,共9页 寒旱区科学(英文版)
基金 financially supported by the National Natural Science Foundation of China (No. 41201070) Project of Education Department of Jiangxi Province (GJJ14494) Development Fund Project of State Key Laboratory of Frozen Soil Engineering (SKLFSE 201508) Development Fund Project of State Key Laboratory for Geomechanics & Deep Underground Engineering (SKLGDUEK1505)
关键词 FREEZING temperature FIELD SEEPAGE FREEZING SOIL BARRIER model test freezing temperature field seepage freezing soil barrier model test
  • 相关文献

参考文献12

二级参考文献141

共引文献310

同被引文献51

引证文献8

二级引证文献44

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