首页> 外文期刊>Cold regions science and technology >Freezing and thawing characteristics of frozen soils: Bound water content and hysteresis phenomenon
【24h】

Freezing and thawing characteristics of frozen soils: Bound water content and hysteresis phenomenon

机译:冻土的冻融特性:束缚水含量和滞后现象

获取原文
获取原文并翻译 | 示例
       

摘要

The freezing/thawing characteristics of three soils with different compositions are investigated based on the nuclear magnetic resonance (NMR) proton spin spin relaxation time (T_2) distribution and free-induction decay (FID) measurements. A threshold value of T_2 is identified for defining the bound water, and the bound water contents in the soils are calculated. It is demonstrated that the bound water content varies insignificantly with temperature in all the tested soils. The hysteretic characteristics of soils are analyzed during a freezing/thawing cycle, and possible mechanisms for the hysteresis are discussed. It is found that the hysteresis loop can be divided into three distinct zones, in which the hysteresis can be accounted for by metastable nucleation, capillary and adsorption effects, and adsorption effect, respectively. A NMR-based procedure is proposed for determining the unfrozen pore water content. In particular, it is shown that the thickness of the water films decreases with the temperature in the fully-saturated frozen soils.
机译:基于核磁共振(NMR)质子自旋自旋弛豫时间(T_2)分布和自由感应衰变(FID)测量,研究了三种不同成分的土壤的冻融特性。确定用于定义结合水的阈值T_2,并计算土壤中的结合水含量。结果表明,在所有试验土壤中,结合水含量随温度变化不明显。在冻融循环中分析了土壤的滞后特性,并讨论了滞后的可能机理。发现磁滞回线可分为三个不同的区域,其中磁滞可分别由亚稳态成核作用,毛细作用和吸附作用以及吸附作用来解释。建议使用基于NMR的程序确定未冻结的孔隙水含量。特别地,显示出在完全饱和的冷冻土壤中水膜的厚度随着温度降低。

著录项

  • 来源
    《Cold regions science and technology》 |2014年第7期|74-81|共8页
  • 作者单位

    State Key Laboratory Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;

    State Key Laboratory Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China,Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Cuilin, Guangxi 541004, China;

    State Key Laboratory Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;

    State Key Laboratory Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Frozen soil; Hysteresis; Nuclear magnetic resonance; Bound water content; Adsorption effect; Capillary effect;

    机译:冻土;磁滞核磁共振;束缚水含量;吸附效果;毛细作用;
  • 入库时间 2022-08-17 13:46:46

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号