4.7 Article

Modelling the Kaiser effect and deformation rate analysis in sandstone using the discrete element method

期刊

COMPUTERS AND GEOTECHNICS
卷 30, 期 7, 页码 611-621

出版社

ELSEVIER SCI LTD
DOI: 10.1016/S0266-352X(03)00061-2

关键词

deformation rate analysis; Kaiser effect; rock stress; discrete element method

向作者/读者索取更多资源

Non-destructive methods for rock in-situ stress estimation have been extensively investigated in recent years. Such techniques as deformation rate analysis and the acoustic emission method, which are based on 'rock memory' recovery utilising the Kaiser effect, have become popular among many practitioners. The physical nature of this phenomenon has not however been universally established. In this study the primary cause of the Kaiser effect, the interaction of microcracks, was investigated. The numerical modelling package PFC2D was employed for creation of a synthetic cored specimen and simulation of uniaxial compression tests. The ability of the numerical model to reproduce the Kaiser effect and the deformation rate analysis phenomenon was confirmed, and a direct comparison was made between laboratory and numerical observations. The link between the Kaiser effect/deformation rate analysis and development of microcracks was established. The realistic behaviour of the numerical model can be used for exploration of other mechanical properties of rocks and also to further study the characteristics of the deformation rate analysis curve. The results of the modelling work may provide assistance for a more accurate interpretation of deformation rate analysis curves. (C) 2003 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据