岩土力学 ›› 2021, Vol. 42 ›› Issue (7): 1883-1893.doi: 10.16285/j.rsm.2020.1754

• 基础理论与实验研究 • 上一篇    下一篇

比表面积对土冻结特征曲线影响的试验研究

孔令明,梁珂,彭丽云   

  1. 北京建筑大学 土木与交通工程学院,北京 100044
  • 收稿日期:2020-11-26 修回日期:2021-04-06 出版日期:2021-07-12 发布日期:2021-07-16
  • 通讯作者: 彭丽云,女,1979年生,博士,副教授,主要从事特殊土岩工程问题方面的研究工作。E-mail: pengliyun@bucea.edu.cn E-mail: konglingming@bucea.edu.cn
  • 作者简介:孔令明,男,1988年生,博士,讲师,主要从事冻土力学方面的研究。
  • 基金资助:
    国家自然科学基金(No. 41902284);北京市自然科学基金(No. 8204057);北京市教委一般项目(No. KM201910016015);北京市自然基金-市教委联合重点项目(No. KZ201810016020)

Experimental study on the influence of specific surface area on the soil-freezing characteristic curve

KONG Ling-ming, LIANG Ke, PENG Li-yun   

  1. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • Received:2020-11-26 Revised:2021-04-06 Online:2021-07-12 Published:2021-07-16
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41902284), the Beijing Municipal Natural Science Foundation (8204057), the General Science and Technology Project of BMEC (KM201910016015) and the Joint Key Project of BNSFC and BMEC (KZ201810016020).

摘要: 土冻结特征曲线受土颗粒比表面积的影响显著。目前关于冻结特征曲线与比表面积关系的研究一般以天然土为研究对象,无法完全排除干密度、总含水率等其他因素的干扰,所获得的试验结果较为离散。将青藏粉质黏土和膨润土以不同比例混合,人工配置具有不同比表面积的土样,对土样开展低温核磁共振测试和冻结温度试验,结果表明:与常见的3段式冻结特征曲线不同,混合土样的冻结特征曲线分为4段,即过冷段、快速下降段、缓慢下降段和稳定冻结段。随着比表面积增大,快速下降段中未冻水含量变化幅值减小,缓慢下降段中未冻水含量变化率增大,而稳定冻结段中最终未冻水含量增多;在冻结温度试验获得的温度?时间曲线中,恒温段持续时间随比表面积的增大而缩短,相应的冻结温度则降低;通过分析横向弛豫时间T2分布曲线随温度变化的规律,发现比表面积大的土样结合水相对含量高,而结合水受土颗粒束缚作用强、冻结温度低,从而导致比表面积大的土样难以冻结。这是比表面积对冻结特征曲线产生影响的根本原因。

关键词: 冻土, 未冻水含量, 比表面积, 冻结温度, 核磁共振

Abstract: The soil-freezing characteristic curve (SFCC) is significantly affected by the specific surface area of soil particles. The existing studies about the relationship between the SFCC and the specific surface area so far have mainly taken natural soils as research objects, which cannot avoid the interference of other factors such as dry density and total water content, and the test data obtained are discrete. In the present study, Qinghai-Tibet silty clay and bentonite are mixed in different proportions to prepare artificial soils with various specific surface areas. The temperature-controlled nuclear magnetic resonance (NMR) test and the freezing temperature test are conducted on these artificial mixtures. The test results indicate that: (1) In comparison with the classical three-stage SFCC, the SFCC of the mixtures consists of four stages, i.e., the super-cooling stage, the rapid-drop stage, the slow-drop stage, and the stable stage. As the specific surface area increases, the changing range of the unfrozen water content (wu) in the rapid-drop stage narrows, correspondingly the changing rate of wu in the slow-drop stage and wu in the stable stage both increase. (2) As for the temperature-time relationship curve obtained from the freezing temperature test, the duration of its isothermal stage decreases with the rise of specific surface area, while its corresponding freezing temperature decreases. (3) According to the evolution of transverse relaxation time distribution curve with temperature, it is found that the mixture with a larger specific surface area has a higher content of bound water. Bound water is strongly constrained around soil particles and exhibits lower freezing temperature, making the mixture with the larger specific surface area more difficult frozen, which is the rudimentary reason that the specific surface area influences the SFCC.

Key words: frozen soil, unfrozen water content, specific surface area, freezing temperature, NMR

中图分类号: TU 445
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