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冻融作用对伊犁黄土孔隙结构及剪切特性的影响

孟莹 孟庆凯 吴晗 戴勇

干旱区研究2026,Vol.43Issue(8):1630-1643,14.
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干旱区研究2026,Vol.43Issue(8):1630-1643,14.DOI:10.13866/j.azr.2026.08.06

冻融作用对伊犁黄土孔隙结构及剪切特性的影响

Influence of freeze-thaw action on the pore structure and shear properties of Ili loess

孟莹 1孟庆凯 2吴晗 2戴勇1

作者信息

  • 1. 青海大学土木水利学院,青海 西宁 810016||青海大学水利部江河源区水生态治理与保护重点实验室,青海 西宁 810016
  • 2. 中国科学院、水利部成都山地灾害与环境研究所,山地自然灾害与工程安全重点实验室,四川 成都 610299
  • 折叠

摘要

Abstract

To clarify the damage mechanisms by which freeze-thaw cycles trigger snowmelt-induced loess land-slides,this study examines the Jialangpute loess landslide in the Ili region of Xinjiang.CT scanning and direct shear tests were performed on soil specimens with water contents ranging from 5%to 30%after 0-10 freeze-thaw cycles,enabling a quantitative analysis of micropore evolution and the corresponding degradation of macroscopic shear strength.The results reveal three distinct stages of microstructural damage under freeze-thaw action:an in-tensive damage stage,a crack coalescence stage,and a structural reconfiguration stage.As the number of freeze-thaw cycles increases,porosity,total pore count,and fractal dimension first rise and then decline,whereas pore orientation evolves from dispersed to concentrated and ultimately to uniform.The degradation of shear strength is manifested primarily through cohesion,which undergoes rapid decline,gradual recovery,and eventual stabiliza-tion.Correlation analysis confirms a significant negative relationship between cohesion and both total porosity and macroporosity,indicating that the increase in porosity and the enlargement of individual pores under freeze-thaw action directly weaken interparticle cementation.When the water content exceeds the optimum range of 10%-15%and approaches saturation,the coalescence of small pores into larger ones promotes the infiltration of rainwater and snowmelt,producing a sharp drop in cohesion.This process constitutes the micromechanical mech-anism underlying loess landslides in the Ili region.The findings provide a theoretical basis for slope-stability as-sessment and engineering mitigation of loess landslide hazards in the seasonally frozen regions of Central Asia.

关键词

冻融作用/伊犁黄土/微观孔隙结构/宏观剪切特性/CT表征

Key words

freeze-thaw action/Ili loess/microscopic pore structure/macroscopic shear characteristics/CT characterization

引用本文复制引用

孟莹,孟庆凯,吴晗,戴勇..冻融作用对伊犁黄土孔隙结构及剪切特性的影响[J].干旱区研究,2026,43(8):1630-1643,14.

基金项目

第三次新疆综合科学考察项目(2022xjkk0600) (2022xjkk0600)

中国科学院人才资助项目(BR2024-01) (BR2024-01)

干旱区研究

1001-4675

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