Impact of soluble salt content on unfrozen water and matric suction during cooling of loess in Ili region, China

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-08 DOI:10.1007/s10064-024-04014-z
Zhichao Liang, Wenyuan Ren, Shuangcun Li, Aijun Zhang, Yuguo Wang, Lisi Niu, Haijun Hu
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Abstract

Soluble salts significantly influence the freezing characteristic parameters of frozen soil. Previous studies have either insufficiently addressed the effect of sodium sulfate on matric suction or not comprehensively revealed the mechanism by which temperature affects matric suction at freezing temperature. In this study, the moisture and suction sensors were used to quantify the freezing temperature (FT), unfrozen water content (UWC), and matric suction (MS) of Ili loess with varying soluble salt contents. The impact of soluble salt content on three freezing characteristic parameters were investigated with the underlying mechanisms revealed. The results indicated that there was an initial decrease in both freezing and supercooling temperatures as the soluble salt content increased. Beyond a soluble salt content of 14 g/kg, an increase in both the freezing and supercooling temperatures was observed. Specimens with different soluble salt contents exhibited distinct UWC, which could be categorized into three stages based on temperature. A crystal precipitation stage was observed beyond the soluble salt content of 14 g/kg. Moreover, the proposed fitting model for UWC by incorporating the soluble salt content into the Gardner model demonstrated high accuracy. The MS can also be divided into three stages with temperature. Notably, specimens with soluble salt contents of 20 and 26 g/kg exhibited nonlinear increases in MS at temperatures of 5 °C and 10 °C due to crystal precipitation. Furthermore, theoretical calculations indicated the complete precipitation of sodium sulfate during the positive temperature stage.

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伊犁地区黄土冷却过程中可溶性盐含量对不冻水和基质吸力的影响
可溶性盐对冻土冻结特性参数有显著影响。以往的研究要么对硫酸钠对基质吸力的影响不够充分,要么没有全面揭示冻结温度下温度对基质吸力的影响机制。本研究利用水分和吸力传感器对不同可溶性盐含量的伊犁黄土的冻结温度(FT)、未冻水含量(UWC)和基质吸力(MS)进行了定量研究。研究了可溶性盐含量对3个冻结特性参数的影响,揭示了影响机理。结果表明,随着可溶性盐含量的增加,冷冻温度和过冷温度都有初步的降低。当可溶性盐含量超过14克/千克时,冷冻温度和过冷温度都会升高。不同可溶性盐含量的样品表现出不同的UWC,根据温度可分为三个阶段。可溶性盐含量超过14 g/kg后,出现结晶析出阶段。此外,将可溶性盐含量纳入Gardner模型的UWC拟合模型显示出较高的精度。MS也可以根据温度分为三个阶段。值得注意的是,可溶性盐含量为20和26 g/kg的样品在5°C和10°C的温度下,由于晶体析出,MS呈非线性增加。此外,理论计算表明,在正温度阶段,硫酸钠完全沉淀。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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