岩土工程技术2024,Vol.38Issue(1) :101-105.DOI:10.3969/j.issn.1007-2993.2024.01.018

富里酸污染红黏土抗剪强度试验研究

Experimental Study on Shear Strength of Fulvic Acid-Contaminated Red Clay

蒙剑坪 李善梅 廖勇彬 张浩 李骏武
岩土工程技术2024,Vol.38Issue(1) :101-105.DOI:10.3969/j.issn.1007-2993.2024.01.018

富里酸污染红黏土抗剪强度试验研究

Experimental Study on Shear Strength of Fulvic Acid-Contaminated Red Clay

蒙剑坪 1李善梅 1廖勇彬 2张浩 1李骏武1
扫码查看

作者信息

  • 1. 桂林理工大学,广西桂林 541004
  • 2. 广西壮族自治区三〇七核地质大队,广西贵港 537100
  • 折叠

摘要

通过在红黏土中掺入不同含量富里酸粉末制样,并对试样采用蒸馏水饱和浸泡,对浸泡龄期为 7 d、14 d和 28 d的试样进行直剪试验,分析不同富里酸掺入量和浸泡时间对红黏土试样抗剪强度的影响.试验结果表明,富里酸的掺入会降低土样的抗剪强度,土样的黏聚力随富里酸掺入量增加而提高,内摩擦角则随富里酸含量的增加而逐渐降低,相同富里酸掺入量下,浸泡时间越长,黏聚力越大,内摩擦角则越小.富里酸分子的羧基、羟基、羰基、甲氧基等活性官能团与土体矿物表面形成吸附作用,使得富里酸包裹在土颗粒表面,对土颗粒间形成联结作用,从而影响土体的抗剪强度指标.

Abstract

To investigate the effect of fulvic acid on the shear strength of red clay,the red clay was mixed with different con-tents of fulvic acid powder to prepare samples and saturated with distilled water.Direct shear tests were carried out on the samples with soaking ages of 7 d,14 d,and 28 d to analyze the effects of different dosages of fulvic acid and soaking time on the shear strength of red clay samples.The test results show that the addition of fulvic acid will reduce the shear strength of the soil samples.With the in-crease of fulvic acid incorporation,the shear strength of the samples increases and the internal friction angle decreases,respectively.With the same amount of fulvic acid,the longer the soaking time,the greater the cohesion and the smaller the internal friction angles.The active functional groups of the fulvic acid,such as carboxyl groups,hydroxyl groups,carbonyl groups,and methoxyl groups ad-sorbed on the surface of soil minerals,wrapping on the surface of soil particles and forming a bonding effect between the soil particles,thus affecting the shear strength indexes of the soil.

关键词

抗剪强度/富里酸/红黏土

Key words

shear strength/fulvic acid/red clay

引用本文复制引用

基金项目

国家自然科学基金(52268055)

广西高校中青年教师科研基础能力提升项目(2019KY0277)

广西高校中青年教师科研基础能力提升项目(2020KY06028)

出版年

2024
岩土工程技术
国防机械工业工程勘察科技情报网 中兵勘察设计研究院

岩土工程技术

CSTPCD
影响因子:0.387
ISSN:1007-2993
参考文献量17
段落导航相关论文