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吸附结合水对高液限土变形特性影响的试验研究

曾重驰 成先阳 张锐 张家明 万治佐

长沙理工大学学报(自然科学版)2024,Vol.21Issue(6):77-86,10.
长沙理工大学学报(自然科学版)2024,Vol.21Issue(6):77-86,10.DOI:10.19951/j.cnki.1672-9331.20220414003

吸附结合水对高液限土变形特性影响的试验研究

Experimental study on influence of adsorbed bound water on deformation characteristics of high liquid limit soils

曾重驰 1成先阳 2张锐 3张家明 1万治佐1

作者信息

  • 1. 长沙理工大学 国际工学院,湖南 长沙 410114
  • 2. 长沙理工大学 交通运输工程学院,湖南 长沙 410114
  • 3. 长沙理工大学 交通运输工程学院,湖南 长沙 410114||长沙理工大学公路养护技术国家工程研究中心,湖南 长沙 410114
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摘要

Abstract

[Purposes]This paper aims to reveal the morphology of adsorbed bound water and its changing law in high liquid limit soils under loads.[Methods]The initial adsorbed bound water content of soil samples was regulated by NaCl solution at different concentrations and quantitatively determined by thermogravimetric analysis.On this basis,the consolidation test under static loads and the permanent deformation test under dynamic loads were carried out to analyze the influence of the change in adsorbed bound water content on the deformation characteristics of the samples.[Findings]With the increase in NaCl solution concentration,the adsorbed bound water content of the soil samples decreases,but the strong bound water content basically remains unchanged.Under static and dynamic loads,the plastic deformation of the soil samples increases with the decrease in adsorbed bound water content.Under the same load conditions,dynamic loads result in greater plastic deformation compared with static loads.This is due to the fact that static loads mainly compress the pore space and discharge the free water,but they do not affect the adsorbed bound water,while dynamic loads can make the adsorbed bound water converted into free water and discharged,thus aggravating the plastic deformation.[Conclusions]This study reveals the influence mechanism of adsorbed bound water on the deformation characteristics of high liquid limit soils and provides a scientific basis and technical reference for the deformation control of high liquid limit soils.

关键词

高液限土/吸附结合水/热重分析法/变形特性

Key words

high liquid limit soil/adsorbed bound water/thermogravimetric analysis/deformation characteristic

分类

交通工程

引用本文复制引用

曾重驰,成先阳,张锐,张家明,万治佐..吸附结合水对高液限土变形特性影响的试验研究[J].长沙理工大学学报(自然科学版),2024,21(6):77-86,10.

基金项目

国家自然科学基金资助项目(52278432) (52278432)

国家大学生创新创业训练计划(202010536006) Project(52278432)supported by the National Natural Science Foundation of China (202010536006)

Project(202010536006)supported by the National Innovation Training Program for College Students (202010536006)

长沙理工大学学报(自然科学版)

1672-9331

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