木质素改良膨胀土工程特性及微观机理研究
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河南大学

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河南省高等学校重点科研项目(资助号:18A580002);开封市科技发展计划项目(资助号:1801004);甘肃省交通运输厅科研项目(资助号:2013-07).


Engineering characteristics and microscopic mechanism of lignin ameliorating expansive soil
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Henan University

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Key scientific research projects of colleges and universities in Henan Province ( funding number : 18A580002 ) ; kaifeng science and technology development plan project ( grant number : 1801004 ) ; scientific research project of Gansu Provincial Department of Transportation ( Grant No. : 2013 - 07 ).

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    摘要:

    为了探究木质素对于新乡地区弱膨胀土的作用效果,通过室内试验、ESEM(环境扫描电子显微镜)试验、XRD(X射线衍射)试验探讨了木质素改良膨胀土的物理力学特性、微观结构及孔隙特性、矿物成分变化以及木质素与土体间的相互作用机理。试验结果表明:采用木质素改良膨胀土时,3%木质素抑制膨胀土膨胀性效果最好,并且此时土体抗压强度最高。土体中孔隙结构十分复杂,孔隙排列定向性较差,木质素胶结物可以填充土体孔隙使其微观结构更加密实。木质素在膨胀土中起到的是一种胶结作用,并不能与膨胀土反应生成新的矿物成分,与土作用时稳定性较好,属于物理改良。

    Abstract:

    In order to explore the effect of lignin on weak expansive soil in Xinxiang area, the physical and mechanical properties, microstructure and pore characteristics, mineral composition changes and the interaction mechanism of improved expansive soil with lignin were discussed, by laboratory test, ESEM ( Environmental Scanning Electron Microscope ) test and XRD ( X-ray diffraction ) test. The test results show that when lignin is used to improve expansive soil, 3% lignin had the optimal effect on inhibiting the expansion of expansive soil, and the compressive strength of soil is the highest at this time. The pore structure in soil is extraordinary complex, and the pore arrangement orientation is poor. Lignin cement can fill the pores of soil to make its microstructure more dense. Lignin plays a cementation role in expansive soil, and can not react with expansive soil to form new mineral components. It has satisfactory stability when interacting with soil and belongs to physical improvement.

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  • 收稿日期:2022-06-04
  • 最后修改日期:2022-08-15
  • 录用日期:2022-09-16
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