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冻融循环对泥炭土力学特性及微观结构演化的影响研究

夏敏 李泓霖 常朝凯 黄琦

岩土力学2026,Vol.47Issue(6):1929-1940,12.
岩土力学2026,Vol.47Issue(6):1929-1940,12.DOI:10.16285/j.rsm.2025.00220

冻融循环对泥炭土力学特性及微观结构演化的影响研究

Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles

夏敏 1李泓霖 1常朝凯 2黄琦3

作者信息

  • 1. 成都理工大学地质灾害防治与地质环境保护全国重点实验室,四川成都 610059
  • 2. 中建八局发展建设有限公司,山东青岛 266000
  • 3. 西南科技大学信息与控制工程学院,四川绵阳 621010
  • 折叠

摘要

Abstract

This study investigates the mechanical properties and microstructural evolution of peaty soils under freeze-thaw(F-T)cycles through unconsolidated undrained(UU)triaxial shear tests and scanning electron microscopy(SEM).The effects of F-T cycles(0-30),confining pressure(100-400 kPa)and fiber content(0%-12%)were systematically evaluated.Results indicate that the ultimate strength and shear strength decrease as the number of freeze-thaw cycles increases,with the most pronounced reduction occurring during the first 5 cycles.Beyond 15 cycles,the rate of decrease diminishes,and the curves tend to flatten.The fiber reinforcement significantly mitigates the strength degradation caused by freeze-thaw cycles.The most significant improvement is observed at a fiber content of 12%.The fibers act as bridging elements that improve soil particle connectivity,thereby strengthening cohesion and mitigating particle displacement and deformation during freeze-thaw processes.SEM analysis reveals that fiber-soil interaction mechanism undergoes a progressive transformation with increasing fiber content,evolving from localized fiber embedding to comprehensive network formation through fiber entanglement.This structural evolution establishes robust inter-aggregate connections that enhance the soil matrix integrity.Following 30 freeze-thaw cycles,no apparently penetrating fissure was formed although the freeze-thaw process damaged the connection between fibers and soil aggregates,demonstrating the effectiveness of fiber reinforcement in mitigating freeze-thaw damage.These findings provide critical insights into the microstructure-mechanical properties relationships of peaty soils,offering practical guidance for foundation treatment in seasonal frozen peat regions and controlling the engineering diseases problems.

关键词

泥炭土/冻融循环/力学特性/微观结构演化/纤维加筋

Key words

peaty soils/freeze-thaw cycles/mechanical properties/microstructural evolution/fiber reinforcement

分类

建筑与水利

引用本文复制引用

夏敏,李泓霖,常朝凯,黄琦..冻融循环对泥炭土力学特性及微观结构演化的影响研究[J].岩土力学,2026,47(6):1929-1940,12.

基金项目

国家自然科学基金区域创新联合基金(No.U23A20651).This work was supported by the National Natural Science Foundation of China(Joint Fund for Regional Innovation and Development)(U23A20651). (No.U23A20651)

岩土力学

1000-7598

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