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Research on the temperature field of a partially freezing sand barrier with groundwater seepage
  • ISSN号:1001-6864
  • 期刊名称:《低温建筑技术》
  • 时间:0
  • 分类:P[天文地球]
  • 作者机构:[1]State Key Laboratory of Nuclear Resources and Environment, East China University of Technology, Nanchang, Jiangxi 330133, China, [2]State Key Laboratory for Geomechanics &Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China, [3]State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China
  • 相关基金:This work is 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 (SKLFSE201508), and Development Fund Project of State Key Laboratory for Geomechanics & Deep Underground Engineering (SKLGDUEK1505).
中文摘要:

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.

英文摘要:

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 '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.

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  • 《低温建筑技术》
  • 主管单位:黑龙江省城乡和住房建设厅
  • 主办单位:黑龙江寒地院
  • 主编:张锦屏
  • 地址:哈尔滨市南岗区清滨路60号
  • 邮编:150080
  • 邮箱:Lowtem@163.com
  • 电话:0451-86335022 86334097
  • 国际标准刊号:ISSN:1001-6864
  • 国内统一刊号:ISSN:23-1170/TU
  • 邮发代号:14-122
  • 获奖情况:
  • 中国期刊全文数据库全文收录期刊《CAJ-CD规范》...,中国科技论文统计源期刊(中国科技核心期刊),中国学术期刊综合评价数据库统计源期刊
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  • 被引量:8377