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卸荷条件下红砂岩力学特性及破坏能量特征

郭昌华 温树杰 朱杰

有色金属科学与工程2025,Vol.16Issue(5):758-767,10.
有色金属科学与工程2025,Vol.16Issue(5):758-767,10.DOI:10.13264/j.cnki.ysjskx.2025.05.010

卸荷条件下红砂岩力学特性及破坏能量特征

Energy evolution and failure mechanism analysis of red sandstone under unloading conditions

郭昌华 1温树杰 1朱杰1

作者信息

  • 1. 江西理工大学土木与测绘工程学院,江西 赣州 341000||江西省环境岩土与工程灾害控制重点研究室,江西 赣州 341000
  • 折叠

摘要

Abstract

The excavation and unloading of underground rock engineering will strongly disturb to the original in-situ stress,which may cause instability,rock burst,and other disasters.In this paper,the conventional triaxial and loaded and unloaded triaxial comparison tests were carried out on red sandstone to obtain the mechanical properties,failure characteristics,and energy evolution laws of sandstone under different unloading points.The results show that the peak strength and elastic modulus of unloaded rock samples are smaller than those of conventional rock samples,indicating that unloading confining pressure will affect the mechanical properties of sandstone.The failure mode of the unloaded rock sample is more complex than that of the conventional rock sample,and it also shows more obvious characteristics of expansion deformation due to the unloading of confining pressure.The total strain energy,elastic energy and dissipated energy at the characteristic stress point are all met:no unloading>85%unloading>75%unloading>65%unloading,indicating that the higher the axial stress is,the more elastic energy will be released when the rock breaks,which is proved by the destructive effects of local high-stress rockburst disasters in practical engineering.The inhibiting effect of confining pressure can increase the storage of elastic energy and reduce the release and dissipation of energy.Internal cracks and crack propagation are important reasons for the rapid accumulation of damage variables and the rapid release of energy.

关键词

卸载围压/力学特性/能量耗散/破坏特征/损伤演化

Key words

unloading confining pressure/mechanical properties/energy dissipation/failure characteristic/damage evolution

分类

建筑与水利

引用本文复制引用

郭昌华,温树杰,朱杰..卸荷条件下红砂岩力学特性及破坏能量特征[J].有色金属科学与工程,2025,16(5):758-767,10.

基金项目

国家自然科学基金资助项目(52468059) (52468059)

江西省自然科学基金重点项目(20224ACB204020) (20224ACB204020)

有色金属科学与工程

OA北大核心

1674-9669

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