Strength and failure characteristics of brittle jointed rock-like specimens under uniaxial compression: Digital speckle technology and a particle mechanics approach

The strength and failure characteristics of most natural rock mass are influenced by discontinues such as fissures, joints, and weak surfaces. In the present study, the strength and failure behavior of ubiquitous-joint rock-like specimens under uniaxial loading have been investigated by DIC (digital...

Full description

Saved in:
Bibliographic Details
Published inInternational journal of mining science and technology Vol. 28; no. 4; pp. 669 - 677
Main Authors Cao, Rihong, Lin, Hang, Cao, Ping
Format Journal Article
LanguageEnglish
Published Elsevier B.V 01.07.2018
Elsevier
Subjects
Online AccessGet full text

Cover

Loading…