The effect of salt on the freezing temperature of saline soil

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Sai Ying , Yapeng Cao , Qing Zhang , Xiaozhou Xia , Guoyu Li , Fengxi Zhou , Tao Wen
{"title":"The effect of salt on the freezing temperature of saline soil","authors":"Sai Ying ,&nbsp;Yapeng Cao ,&nbsp;Qing Zhang ,&nbsp;Xiaozhou Xia ,&nbsp;Guoyu Li ,&nbsp;Fengxi Zhou ,&nbsp;Tao Wen","doi":"10.1016/j.sandf.2024.101566","DOIUrl":null,"url":null,"abstract":"<div><div>The freezing temperature jumping phenomenon in saline soils caused the freezing temperature activity model to fail. In this study, the freezing temperatures and the rapid freezing water change Δ<em>w</em><sub>ff</sub> of three typical saline soils (NaCl, Na<sub>2</sub>SO<sub>4</sub>, and Na<sub>2</sub>CO<sub>3</sub> saline soils) were measured under different water and salt contents using temperature change curves during cooling. The effects and mechanisms of water content, salt content, and salt type on the freezing temperatures of saline soils were analyzed from three aspects: water activity of pore solutions, salt precipitation, and the rapid freezing water change Δ<em>w</em><sub>ff</sub>. The results indicated that the mechanism by which water and salt content affected the freezing temperature of soil was through changes in the water activity of the pore solution. For salt solutions with solubility insensitive to temperature changes, the activity model adequately described the influence of water activity on the solution’s freezing temperature. For salt solutions with solubility highly sensitive to temperature changes, the activity model was applicable when the salt concentration was less than or equal to the jump characteristic concentration. When the salt concentration exceeded the jump characteristic concentration, the freezing temperature jump phenomenon occurred, rendering the activity model inapplicable. Solution salt precipitation caused the freezing temperature jump phenomenon. For saline soils with salt solubility significantly affected by temperature, salt precipitation should be considered when calculating freezing temperatures. The soil’s freezing temperature, as measured by the freezing temperature curve, was influenced by the rapid freezing water change Δ<em>w</em><sub>ff</sub>. When the rapid freezing water change Δ<em>w</em><sub>ff</sub> was greater than or equal to the critical change in frozen water content Δ<em>w</em><sub>crf</sub>, the soil’s freezing temperature equaled the equilibrium temperature of the pore solution. When the rapid freezing water change Δ<em>w</em><sub>ff</sub> was less than the critical change in frozen water content Δ<em>w</em><sub>crf</sub>, the freezing temperature gradually decreased from the equilibrium temperature of the pore solution to the supercooling temperature as the rapid freezing water change Δ<em>w</em><sub>ff</sub> decreased.</div></div>","PeriodicalId":21857,"journal":{"name":"Soils and Foundations","volume":"65 1","pages":"Article 101566"},"PeriodicalIF":3.3000,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Foundations","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0038080624001446","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

The freezing temperature jumping phenomenon in saline soils caused the freezing temperature activity model to fail. In this study, the freezing temperatures and the rapid freezing water change Δwff of three typical saline soils (NaCl, Na2SO4, and Na2CO3 saline soils) were measured under different water and salt contents using temperature change curves during cooling. The effects and mechanisms of water content, salt content, and salt type on the freezing temperatures of saline soils were analyzed from three aspects: water activity of pore solutions, salt precipitation, and the rapid freezing water change Δwff. The results indicated that the mechanism by which water and salt content affected the freezing temperature of soil was through changes in the water activity of the pore solution. For salt solutions with solubility insensitive to temperature changes, the activity model adequately described the influence of water activity on the solution’s freezing temperature. For salt solutions with solubility highly sensitive to temperature changes, the activity model was applicable when the salt concentration was less than or equal to the jump characteristic concentration. When the salt concentration exceeded the jump characteristic concentration, the freezing temperature jump phenomenon occurred, rendering the activity model inapplicable. Solution salt precipitation caused the freezing temperature jump phenomenon. For saline soils with salt solubility significantly affected by temperature, salt precipitation should be considered when calculating freezing temperatures. The soil’s freezing temperature, as measured by the freezing temperature curve, was influenced by the rapid freezing water change Δwff. When the rapid freezing water change Δwff was greater than or equal to the critical change in frozen water content Δwcrf, the soil’s freezing temperature equaled the equilibrium temperature of the pore solution. When the rapid freezing water change Δwff was less than the critical change in frozen water content Δwcrf, the freezing temperature gradually decreased from the equilibrium temperature of the pore solution to the supercooling temperature as the rapid freezing water change Δwff decreased.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信