水利水电技术(中英文)2024,Vol.55Issue(2) :148-155.DOI:10.13928/j.cnki.wrahe.2024.02.013

酸碱环境下泥岩土石混合体剪切特性研究

Study on shear characteristics of mudstone soil-rock mixture under acid-alkali environment

段国勇 徐广超 罗文庆 李森
水利水电技术(中英文)2024,Vol.55Issue(2) :148-155.DOI:10.13928/j.cnki.wrahe.2024.02.013

酸碱环境下泥岩土石混合体剪切特性研究

Study on shear characteristics of mudstone soil-rock mixture under acid-alkali environment

段国勇 1徐广超 2罗文庆 2李森3
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作者信息

  • 1. 三峡大学湖北省输电线路工程技术研究中心,湖北宜昌 443002;三峡大学电气与新能源学院,湖北宜昌 443002;三峡大学三峡库区地质灾害教育部重点实验室,湖北宜昌 443002
  • 2. 三峡大学电气与新能源学院,湖北宜昌 443002
  • 3. 华中科技大学环境科学与工程学院,湖北武汉 430074
  • 折叠

摘要

[目的]我国中西部地层中泥岩土石混合体分布较为常见,其抗剪强度特性决定着泥岩地基工程及边坡的安全性和稳定性.泥岩土石混合体的抗剪强度特性易受外界酸碱环境的影响,为探究酸碱浓度对泥岩土石混合体抗剪强度特性的影响,[方法]将试样分别置于不同浓度的HC1和NaOH溶液浸泡2 h后,分别在100 kPa、200 kPa、300 kPa围压下开展室内三轴剪切试验,利用扫描电镜观察分析其内部结构特征变化规律.[结果]结果显示:泥岩土石混合体三轴应力-应变曲线与单纯泥岩和土体有明显的区别;随着酸碱浓度的增加,泥岩土石混合体峰值抗剪强度和残余强度均减小,黏聚力呈线性降低趋势,内摩擦角无明显变化;酸性环境下试样峰值抗剪强度、残余强度和黏聚力降幅大于碱性环境.[结论]结果表明:泥岩块石构成新的骨架系统;酸性环境较碱性环境对泥岩土石混合体的抗剪强度劣化效应更显著.研究成果可为泥岩土石混合体地基及边坡的稳定性分析及防灾工程提供参考.

Abstract

[Objective]The distribution of mudstone soil-rock mixtures in the central and western strata of China is common,and its shear strength characteristics determine the safety and stability of mudstone foundation engineering and slope.The shear strength characteristics of mudstone soil-rock mixture are easily affected by the external acid-base environment.In order to explore the influence of acid-base concentration on the shear strength characteristics of mudstone soil-rock mixture,[Methods]in this paper,the samples were soaked in different concentrations of HCl and NaOH solutions,and the indoor triaxial shear tests were carried out under confining pressures of 100,200,300 kPa,respectively.The internal structure characteristics were ob-served and analyzed by scanning electron microscopy.[Results]The result show that the triaxial stress-strain curve of mudstone soil-rock mixture is obviously different from that of pure mudstone and soil.With the increase of acid-base concentration,the peak shear strength and residual strength of mudstone soil-rock mixture decrease,the cohesion decreases linearly,and the internal friction angle does not change significantly.The decrease of peak shear strength,residual strength and cohesion of sam-ples in acidic environment is greater than that in alkaline environment.[Conclusion]The result show that the mudstone blocks constitute a new skeleton system;the shear strength degradation effect of mudstone soil-rock mixture in acidic environment is more significant than that in alkaline environment,which can provide reference for the stability analysis and disaster prevention engineering of mudstone soil-rock mixture foundation and slope.

关键词

泥岩/土石混合体/酸碱浓度/抗剪强度/力学性能/变形/影响因素

Key words

mudstone/soil-rock mixture/acid and alkali concentration/shear strength/mechanical properties/deformation/influence factor

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基金项目

国家自然科学基金(U2034203)

出版年

2024
水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
参考文献量20
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