基于多元统计分析的压实黄土力学特性微观控制机理
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1.河南工业大学土木工程学院;2.长安大学地质工程与测绘学院;3.中煤西安设计工程有限责任公司

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TU444

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国家自然科学基金(41931285)、国家资助博士后研究人员计划(GZC20250298)


Microscopic control mechanism of compacted loess mechanical properties: A multivariate statistical analysis
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Henan University of Technology

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    摘要:

    为揭示压实黄土力学特性演化的微观主导控制因素,开展了不同干密度和含水率条件下的直剪、固结与扫描电镜(SEM)试验,并引入多元统计分析方法,系统研究了压实黄土的宏观力学行为与微观颗粒孔隙特征。结果表明,随干密度增加,压实黄土的大、中孔隙塌陷并向小、微孔隙转化,土体骨架结构由疏松架空型演变为致密絮凝型;随含水率升高,骨架软化且大、中孔隙通道连通,导致抗剪强度下降与压缩性增加。通过主成分降维,定量提取出主导抗剪强度的小、微孔隙面积比及方向概率熵构成致密性因子,以及控制压缩性的中、大孔隙面积和平均孔径构成孔隙尺度因子,基于此建立的主成分回归模型可有效消除微结构变量信息冗余,且具备良好的泛化预测能力(R2 > 0.86)。同时,聚类分析实现了疏松型、过渡型与致密型三类典型压实黄土微观结构的定量分级识别。本研究揭示了压实黄土演化本质为孔隙细化向结构致密化再到强度提升的连续过程,为黄土高填方工程压实质量的微观定量评价与复杂多维数据分析提供了新的理论途径。

    Abstract:

    To reveal the dominant microscopic factors controlling the mechanical properties of compacted loess, a series of direct shear, consolidation, and scanning electron microscopy (SEM) tests were conducted under varying conditions of dry density and moisture content, and multivariate statistical analysis methods were introduced to systematically investigate the macroscopic mechanical behavior and microstructural evolution characteristics of the compacted loess. The results indicate that as dry density increases, macropores and mesopores are collapsed and transformed into small pores and micropores, causing the structure to be converted from a loose skeleton type to a dense flocculated type. Conversely, as moisture content increases, the soil skeleton is softened and the channels of macropores and mesopores are interconnected, resulting in a decrease in shear strength and an increase in compressibility. Through principal component dimensionality reduction, the area ratio of small and micropores along with the directional probability entropy, which dominate the shear strength, were quantitatively extracted to constitute the densification factor. Meanwhile, the area of meso and macropores and the average pore diameter, which control the compressibility, were extracted to form the pore scale factor. The principal component regression model established upon this basis can effectively eliminate the information redundancy of microstructural variables, and is verified to possess good generalized predictive capabilities (R2 > 0.86). Simultaneously, the quantitative hierarchical identification of three typical microstructures of compacted loess—loose, transitional, and dense types—was realized via cluster analysis. The evolution of compacted loess is revealed by this study to be fundamentally a continuous process from pore refinement to structural densification, and ultimately to strength enhancement. A novel theoretical pathway is thereby provided for the microscopic quantitative evaluation of compaction quality and complex multidimensional data analysis in loess high-fill engineering.

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聂永鹏,倪万魁,拓文鑫. 基于多元统计分析的压实黄土力学特性微观控制机理[J]. 科学技术与工程, , ():

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  • 收稿日期:2025-10-28
  • 最后修改日期:2026-04-09
  • 录用日期:2026-04-21
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