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含陡倾角软弱结构面的花岗岩力学特性及声发射特征

魏翔 杨春和

工程科学学报2016,Vol.38Issue(12):1667-1673,7.
工程科学学报2016,Vol.38Issue(12):1667-1673,7.DOI:10.13374/j.issn2095-9389.2016.12.002

含陡倾角软弱结构面的花岗岩力学特性及声发射特征

Mechanical features and acoustic emission characteristics of granite having a weak structure plane with steep dip angle

魏翔 1杨春和1

作者信息

  • 1. 重庆大学煤矿灾害动力学与控制国家重点实验室,重庆400044
  • 折叠

摘要

Abstract

Triaxial compression testing was performed on an MTS 815.03 rock testing machine and acoustic emission data were collected by using a DISP acoustic emission test system.An experimental comparison was done between rock mass specimens having a weak structure plane with steep dip angle and rock specimens.The strength of the two kinds of specimens gradually increases with the increase of confining pressure,and the failure mode changes from brittle to ductile.Sliding failure along the structural plane occurs in the rock mass,while shear failure in the rock.With the increase of confining pressure,the elasticity modulus,deformation modulus,peak strain and peak strength of the two kinds of specimens increase.Moreover,the elasticity modulus,deformation modulus,and peak strength of the rock mass are lower than those of the rock,but the peak strain is higher.The internal friction angle of the rock mass is lower than that of the rock,but the cohesive force is higher.With the increase of confining pressure,acoustic emission events in the peak stress stage are far more than those in the other stages,and the acoustic emission events of the rock mass are more than those of the rock.The results of study show that the weak structure surface results in the lower mechanical properties of the rock mass,so it is a key factor in site selection for a high-level radioactive waste geological disposal repository.

关键词

花岗岩/力学性质/声发射/压缩试验

Key words

granite/mechanical features/acoustic emissions/compression testing

分类

建筑与水利

引用本文复制引用

魏翔,杨春和..含陡倾角软弱结构面的花岗岩力学特性及声发射特征[J].工程科学学报,2016,38(12):1667-1673,7.

基金项目

国家自然科学基金资助项目(51104144,51574218) (51104144,51574218)

工程科学学报

OA北大核心CSCDCSTPCD

2095-9389

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