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渗流溶蚀作用下盐渍土变形特性与微观结构

曾涛 刘亮 丁金华 宫淼淼 沈静东

水利水电科技进展2025,Vol.45Issue(6):61-67,7.
水利水电科技进展2025,Vol.45Issue(6):61-67,7.DOI:10.3880/j.issn.1006-7647.2025.06.009

渗流溶蚀作用下盐渍土变形特性与微观结构

Deformation characteristics and microstructure of saline soil under seepage dissolution effects

曾涛 1刘亮 1丁金华 1宫淼淼 1沈静东1

作者信息

  • 1. 新疆农业大学水利与土木工程学院,新疆 乌鲁木齐 830052||水工岩土与结构工程技术研究中心,新疆 乌鲁木齐 830052||堤坝工程安全及灾害防治兵团重点实验室,新疆 乌鲁木齐 830004
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摘要

Abstract

To investigate the compressive deformation characteristics of saline soil under dissolution,taking sulfite saline soil from a certain area in Xinjiang as the research object,using laboratory seepage dissolution tests,compression tests,and micro-morphological analysis,the influence of dissolution on the compressive properties of sulfite saline soil was analyzed,and the deformation degradation mechanism of saline soil under seepage dissolution effects was revealed.The results show that under dissolution,the surface porosity of the specimen increases with the salt content,and the electrical conductivity of the leachate decreases rapidly initially and then gradually stabilizes with dissolution time.Dissolution significantly increases the compression coefficient of the specimen,which increases linearly with the salt content.Under dissolution,aggregates disintegrate,large flaky particles are transformed into medium and small particles with rounded shapes,and inter-particle pores and interlocked pores are converted into crystalline dissolution pores,thereby leading to more significant macroscopic deformation.

关键词

盐渍土/渗流溶蚀/压缩特性/变形特性/微观结构

Key words

saline soil/seepage dissolution/compression characteristics/deformation characteristics/microstructure

分类

建筑与水利

引用本文复制引用

曾涛,刘亮,丁金华,宫淼淼,沈静东..渗流溶蚀作用下盐渍土变形特性与微观结构[J].水利水电科技进展,2025,45(6):61-67,7.

基金项目

新疆维吾尔自治区自然科学基金面上项目(2022D01A200) (2022D01A200)

水利水电科技进展

OA北大核心

1006-7647

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