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改良膨胀土动力特性试验研究

李丽华 李泽升 梅利芳 张驰 刘刚

人民长江2025,Vol.56Issue(6):191-197,7.
人民长江2025,Vol.56Issue(6):191-197,7.DOI:10.16232/j.cnki.1001-4179.2025.06.025

改良膨胀土动力特性试验研究

Experimental study on dynamic characteristics of improved expansive soil

李丽华 1李泽升 1梅利芳 1张驰 1刘刚1

作者信息

  • 1. 湖北工业大学 土木建筑与环境学院,湖北武汉 430068||河湖健康感知与生态修复教育部重点实验室,湖北武汉 430068
  • 折叠

摘要

Abstract

To study the dynamic characteristics of improved expansive soil under cyclic loading,we used the dynamic triaxial apparatus to investigate the influence of confining pressure,dynamic stress level,loading frequency and loading mode on the cu-mulative plastic strain,stress-strain hysteretic curve and dynamic modulus of improved expansive soil.The experimental results indicated that the cumulative plastic strain increased with the increase of dynamic stress level,and decreased with the increase of confining pressure or loading frequency.As the dynamic stress level increased,the cumulative plastic strain state of the improved expansive soil changed from stable to collapse.Areas of hysteretic curves decreased with the increase of the number of cycles,and the hysteresis curve tilted closed to the stress axis,resulting in the hardening phenomenon.The dynamic modulus increased with the increase of dynamic strain.The dynamic modulus corresponding to the same dynamic strain was positively correlated with con-fining pressure,dynamic stress level,and loading frequency.Compared to single-stage loading,the multi-stage loading played an active role in improving the ability of the specimens to resist permanent deformation.According to the research results,confi-ning pressure,dynamic stress level,loading frequency,and loading mode have a significant impact on the dynamic characteristics of improved expansive soil.The research results have reference values for understanding and evaluating the dynamic characteristics of improved expansive soil.

关键词

改良膨胀土/动三轴试验/累积塑性应变/应力-应变滞回曲线/动弹性模量

Key words

improved expansive soil/dynamic triaxial test/cumulative plastic strain/stress-strain hysteretic curve/dynamic modulus

分类

建筑与水利

引用本文复制引用

李丽华,李泽升,梅利芳,张驰,刘刚..改良膨胀土动力特性试验研究[J].人民长江,2025,56(6):191-197,7.

基金项目

国家自然科学基金项目(52278347) (52278347)

湖北省基金创新群体项目(2024AFA009) (2024AFA009)

湖北工业大学杰出人才基金项目(XJ2021000501) (XJ2021000501)

人民长江

OA北大核心

1001-4179

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