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首页|期刊导航|工程地质学报|干湿循环与盐溶液作用下红黏土-膨润土混合土体变与渗透特性

干湿循环与盐溶液作用下红黏土-膨润土混合土体变与渗透特性

朱考飞 张可能 贺勇

工程地质学报2024,Vol.32Issue(1):19-27,9.
工程地质学报2024,Vol.32Issue(1):19-27,9.DOI:10.13544/j.cnki.jeg.2021-0674

干湿循环与盐溶液作用下红黏土-膨润土混合土体变与渗透特性

VOLUME CHANGE AND PERMEABILITY CHARACTERISTICS OF RED CLAY-BENTONITE MIXTURES UNDER WETTING-DRYING CYCLES AND SALT SOLUTION INFILTRATION

朱考飞 1张可能 1贺勇1

作者信息

  • 1. 有色金属成矿预测与地质环境监测教育部重点实验室(中南大学),长沙 410083,中国||中南大学地球科学与信息物理学院,长沙 410083,中国
  • 折叠

摘要

Abstract

To investigate the performance evolution of red clay-bentonite mixtures concerning wetting-drying cycles and chemical conditions,volume change and permeability tests were conducted on red clay-bentonite mixtures under salt solution infiltration and wetting-drying cycles.The effects of wetting-drying cycles,bentonite contents,and salt solution concentrations on the compacted mixtures were analyzed.The microscopic mechanisms of shrinkage and hy-draulic conductivity after different wetting-drying cycles were revealed through mercury intrusion porosimetry(MIP)tests.Experimental results demonstrated that the shrinkage of compacted soil samples increases gradually with an in-crease in wetting-drying cycles and salt solution concentration.The hydraulic conductivity of the soil samples increases first and then decreases during the wetting-drying cycles.Meanwhile,the addition of bentonite improves the chemical capacity of the soil samples and has the potential to decrease hydraulic conductivity and volume change.MIP test re-sults revealed that the total pore volume and the macro-pore diameter of the soil samples decrease after wetting-drying cycles,and the bimodal characteristics of the pore distribution curves weaken.Furthermore,with an increase in salt solution concentration,the micro-pores remain constant,and the porosity of the soil decreases with a decrease in macro-pores,resulting in greater shrinkage deformation and decreased hydraulic conductivity.

关键词

红黏土/膨润土/干湿循环/渗透系数/盐溶液/压汞试验

Key words

Red clay/Bentonite/Wetting-drying cycles/Hydraulic conductivity/Salt solution/Mercury intrusion porosimetry

分类

建筑与水利

引用本文复制引用

朱考飞,张可能,贺勇..干湿循环与盐溶液作用下红黏土-膨润土混合土体变与渗透特性[J].工程地质学报,2024,32(1):19-27,9.

基金项目

国家自然科学基金项目(资助号:41972282,41807253,42072318),湖南省自然科学基金(资助号:2019JJ50763),国家重点研发计划项目(资助号:2019YFC1803600,2019YFC1805900),中南大学中央高校基本科研业务费专项资金(资助号:2021zzts0254),湖南省研究生科研创新项目(资助号:CX20210272).This research is supported by the National Natural Science Foundation of China(Grant Nos.41972282,41807253,42072318),the Natural Sci-ence Foundation of Hunan Province(Grant No.2019JJ50763),the National Key Research and Development Program of China(Grant Nos.2019YFC1803600,2019YFC1805900),the Fundamental Research Funds for the Central Universities of Central South University(Grant No.2021zzts0254)and the Postgraduate Scientific Research Innovation Project of Hunan Province(Grant No.CX20210272). (资助号:41972282,41807253,42072318)

工程地质学报

OA北大核心CSTPCD

1004-9665

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