长江科学院院报 ›› 2021, Vol. 38 ›› Issue (6): 108-115.DOI: 10.11988/ckyyb.20201045

• 岩土工程 • 上一篇    下一篇

水盐运移对硫酸盐渍土盐-冻胀规律的影响

王景辉1, 张卫兵1,2, 唐莲1,2, 赵文娟1,3   

  1. 1.宁夏大学 土木与水利工程学院,银川 750021;
    2.宁夏大学 旱区现代农业水资源高效利用教育部工程研究中心,银川 750021;
    3.宁夏大学 节水灌溉与水资源调控宁夏工程技术研究中心,银川 750021
  • 收稿日期:2020-10-19 修回日期:2020-12-29 出版日期:2021-06-01 发布日期:2021-06-10
  • 通讯作者: 张卫兵(1973-),男,宁夏银川人,教授,博士,主要从事土力学与基础工程方向的教学与研究。E-mail:zwb231@126.com
  • 作者简介:王景辉(1995-),男,宁夏西吉人,硕士,主要从事特殊土水分运移及变形研究。E-mail:2782270181@qq.com
  • 基金资助:
    宁夏高等学校一流学科建设(国内一流建设学科)项目(NXYLXK2017A03);宁夏回族自治区重点研发计划一般项目(2018BEE03005);宁夏自然科学基金项目(2021AAC03067)

Frost Heaving and Hysteresis Effect of Sulfate Saline Soil Affected by Water and Salt Transport

WANG Jing-hui1, ZHANG Wei-bing1,2, TANG Lian1,2, ZHAO Wen-juan1,3   

  1. 1. School of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China;
    2. Engineering Research Center of Ministry of Education for Efficient Utilization of Modern Agricultural Water Resources in Arid Regions, Ningxia University, Yinchuan 750021, China;
    3. Engineering Technology Research Center on Water-saving and Water Resource Regulation in Ningxia, Ningxia University, Yinchuan 750021, China
  • Received:2020-10-19 Revised:2020-12-29 Online:2021-06-01 Published:2021-06-10

摘要: 为研究水盐运移情况下硫酸盐渍土盐-冻胀规律,采用室内土柱冻融试验,利用teros-12传感器及位移计测定冻融循环过程中土体含水率、电导率、温度和位移的变化,分析了水盐运移规律及其对土体盐-冻胀变形的影响。试验结果表明:在自上而下的冻结方式中,土体底部水分向冻结锋面移动,带动盐分向上聚积,同时土体体积含水率和电导率随温度的升降循环存在明显“滞回”现象。冻结阶段土体发生膨胀,竖向变形可分为3个阶段:①调整阶段,由生成芒硝引起;②快速变形阶段,由生成芒硝与冰晶共同作用所致;③缓慢变形阶段,由生成少量冰晶所致。融化阶段土体竖向变形以一定融陷速率发生快速融沉。含硫酸钠盐渍土冻融循环过程中,竖向变形随时间的变化关系呈现“桃尖型”趋势,且每次冻融土体竖向变形速率基本一致。随冻融次数的增加,盐-冻胀率也不断增加。土体含盐量越高对土体竖向变形的影响越显著。本研究可为揭示含硫酸盐渍土盐分和水分随温度变化的“滞回”现象以及水-盐-热-力耦合模型的建立提供数据支撑。

关键词: 盐渍土, 冻融循环, 水盐运移, 盐-冻胀量, 滞回效应

Abstract: The regularities of water and salt migration in sulfate saline soil as well as their impacts on the frost heave of soil were investigated via indoor soil column test. The changes in moisture content, electrical conductivity, temperature, and displacement during the freeze-thaw cycles were measured by teros-12 and displacement meter. The experimental results demonstrated that in the freezing process from top to bottom, the bottom water moved toward the freezing front, driving the salt accumulating upwards. Meanwhile, the cycles of temperature rising and falling generated a notable hysteresis effect on volumetric moisture content and electrical conductivity of soil. The soil swelled during freezing, and the vertical deformation can be divided into three stages: the adjustment stage caused by the formation of mirabilite; the rapid deformation stage induced by the combined action of mirabilite and ice crystal; the gradual deformation stage resulted from a small amount of ice crystals. During melting, the vertical deformation of soil mass underwent swift melting at a certain melting rate. For saline soil containing sodium sulfate, the curve of vertical deformation during freeze-thaw cycles against time presented a peach-shaped trend, and the vertical deformation rate of each cycle was basically consistent. The salt frost heaving rate increased with the proceeding of freezing and thawing. Higher salt content had more evident impact on vertical deformation. The research findings offer data support for revealing the hysteresis effect and also for the establishment of water-salt-thermo-mechanics coupling model.

Key words: saline soil, freeze-thaw cycle, water-salt transport, salt frost heaving, hysteresis effect

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