木质素衍生物改良黏性土抗崩解特性及微观机理
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(河海大学地球科学与工程学院 )

作者简介:

宋泽卓(1995—),男,讲师,博士,主要从事环境地质工程研究。E-mail:szzhhu@163.com

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中图分类号:

TU442

基金项目:

江苏省基础研究计划项目(BK20250088);国家自然科学基金青年科学基金项目(C类)(42502264);中央高校基本科研业务费专项资金项目(B250201229,B260201077)


Anti-disintegration properties and microscopic mechanism of clayey soil improved by lignin derivatives
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(School of Earth Sciences and Engineering, Hohai University )

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    摘要:

    为解决浅表层黏性土在降雨、干旱等气象因素作用下抗崩解性能易劣化,传统水泥、石灰等改良材料存在脆性强、不可逆等缺陷的问题,以南京地区黏性土为研究对象,制备不同木质素衍生物掺量的改良土样开展崩解试验,并结合扫描电镜(SEM)与能谱分析(EDS)揭示木质素衍生物改良黏性土抗崩解特性的宏微观机理。结果表明:改良黏性土崩解过程分为初始饱和、快速崩解与缓速崩解3个阶段;1%掺量效果最优,初始饱和阶段延长至9 min,完全崩解时间较素土延长1倍,平均崩解速率降低20.13%;木质素衍生物通过在颗粒表面形成薄膜状结构,包裹并联结颗粒,减少孔隙连通性,同时引入Ca2+增强胶结,可有效抑制水分入渗;当木质素衍生物掺量过高时薄膜聚集,颗粒间联结减弱,抗崩解性能下降。

    Abstract:

    To address the problems that the anti-disintegration property of surficial clayey soils is prone to deterioration under meteorological factors such as rainfall and drought, and traditional improvement materials such as cement and lime have defects such as high brittleness and irreversibility, the clayey soil in Nanjing area was taken as the research object to prepare improved soil samples with different lignin derivative contents and conduct disintegration tests. Combined with scanning electron microscopy (SEM) and energy-dispersive spectroscopy (EDS), the macroscopic and microscopic mechanisms of the anti-disintegration properties of clayey soils improved by lignin derivatives were revealed. The results show that the disintegration process of improved clayey soils is divided into three stages: initial saturation, rapid disintegration, and slow disintegration; the 1% content has the optimal effect, with the initial saturation stage extended to 9 min, the complete disintegration time doubled compared with that of untreated soil, and the average disintegration rate reduced by 20.13%; lignin derivatives form a film-like structure on particle surfaces to wrap and connect particles, reduce pore connectivity, introduce Ca2+ to enhance cementation, and inhibit water infiltration; when the lignin derivative content is too high, the films aggregate, interparticle connections weaken, and the anti-disintegration performance decreases.

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宋泽卓,刘瑾,姚亦姜,等.木质素衍生物改良黏性土抗崩解特性及微观机理[J].河海大学学报(自然科学版),2026,54(5):129-137.(Song Zezhuo, Liu Jin, Yao Yijiang, et al. Anti-disintegration properties and microscopic mechanism of clayey soil improved by lignin derivatives[J]. Journal of Hohai University (Natural Sciences),2026,54(5):129-137.(in Chinese))

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  • 收稿日期:2026-06-09
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  • 在线发布日期: 2026-10-09
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