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三轴加卸载下混凝土损伤特性及抗渗性能研究

杨福见 滕茂 宋秋强 丁祥

人民长江2024,Vol.55Issue(2):195-202,8.
人民长江2024,Vol.55Issue(2):195-202,8.DOI:10.16232/j.cnki.1001-4179.2024.02.025

三轴加卸载下混凝土损伤特性及抗渗性能研究

Study on damage characteristics and impermeability of concrete under triaxial loading and unloading

杨福见 1滕茂 2宋秋强 2丁祥3

作者信息

  • 1. 中国科学院武汉岩土力学研究所 岩土力学和工程国家重点实验室,湖北 武汉 430071||中国科学院大学,北京 100049
  • 2. 中国石油塔里木油田分公司,新疆巴音郭楞 841000
  • 3. 湖北工业大学土木工程与建筑学院,湖北武汉 430068
  • 折叠

摘要

Abstract

The concrete linings of underground river-crossing tunnels bear the cyclic load of vehicles during its service,which leads to different degrees of mechanical damage in concrete linings,thus weakens the impermeability of concrete lining.Therefore,the triaxial cyclic loading and unloading test was carried out for high performance concrete.The evolution of the deformation and mechanical properties,mechanical damage characteristics and impermeability of high performance concrete in the whole process of triaxial cyclic loading and unloading were studied.The results show that:①The mechanical damages of concrete caused by cyclic loading and unloading increase with the increase of cycles,and it shows a good exponential evolution relationship with the plastic strain.②The evolution of concrete permeability under cyclic loading and unloading can be divided into three stages:stable peri-od,rapid growth period and slow change period.Among them,the confining pressure level has an obvious influence on the first stage and the third stage.③The three-stage evolution law between permeability and mechanical damage of concrete can be well described by Logistic empirical model,and both of them decrease with the augmenting of confining pressure.The research results are helpful to understanding the evolution mechanism of impermeability and mechanical damage of high performance concrete in the whole process of triaxial cyclic loading and unloading,and provide a reference for determining the mechanical damage and im-permeability of concrete structures under different stress levels.

关键词

高性能混凝土/力学性能/抗渗性能/力学损伤/损伤演化模型/经验模型

Key words

high performance concrete/mechanical property/impermeability/mechanical damage/damage evolution model/em-pirical model

分类

建筑与水利

引用本文复制引用

杨福见,滕茂,宋秋强,丁祥..三轴加卸载下混凝土损伤特性及抗渗性能研究[J].人民长江,2024,55(2):195-202,8.

基金项目

国家自然科学基金项目(52179114) (52179114)

人民长江

OA北大核心CSTPCD

1001-4179

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