| 注册
首页|期刊导航|现代地质|岩石单轴压缩试验Kaiser效应实质的研究

岩石单轴压缩试验Kaiser效应实质的研究

樊运晓

现代地质2000,Vol.14Issue(1):95-99,5.
现代地质2000,Vol.14Issue(1):95-99,5.

岩石单轴压缩试验Kaiser效应实质的研究

NATURE OF KAISER EFFECT OF ROCKS UNDER UNIAXIAL CYCLIC LOADING

樊运晓1

作者信息

  • 1. 中国地质大学工程技术学院
  • 折叠

摘要

Abstract

Past experimental evidence indicates that rock on certain conditions exhibits the Kaiser effect(KE)when it is loaded,and the KE of rock has ability to remember its maximum previous state parameters including stress,axial strain and transverse strain.At the same time the accuracy of state parameters′ KE is different with loading stages.Recent experiment indicates that rock also has ability to remember its maximum previous physical parameters such as bulk strain,Young′s module and Poisson′s ratio.“Young′s module memory”which is of both accuracy and stability shows the best among the three physical parameters.Furthermore,the experiment result shows“Young′s module memory”not to be affected by time factor.It demonstrates that the nature of Kaiser effect is memory of its previous physical behavior.

关键词

岩石 Kaiser效应 单轴压缩试验 物性参数

Key words

rock/Kaiser effect/uniaxial cyclic loading/physical parameter

分类

天文与地球科学

引用本文复制引用

樊运晓..岩石单轴压缩试验Kaiser效应实质的研究[J].现代地质,2000,14(1):95-99,5.

现代地质

OACSCDCSTPCD

1000-8527

访问量0
|
下载量0
段落导航相关论文