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Dynamic tensile behaviour of rocks under confining pressure and high-rate loadings

Kai Liu Chunjiang Zou Jian Zhao

Earth Energy Science2025，Vol.1Issue(1)：P.9-21,13.

Earth Energy Science2025，Vol.1Issue(1)：P.9-21,13.DOI:10.1016/j.ees.2024.07.003

Dynamic tensile behaviour of rocks under confining pressure and high-rate loadings

Kai Liu ¹Chunjiang Zou ²Jian Zhao³

作者信息

1. Department of Civil Engineering,Monash University,VIC 3800,Australia Department of Engineering Science,University of Oxford,Parks Road,OX13PJ,United Kingdom
2. Department of Civil and Environmental Engineering,Brunel University London,United Kingdom
3. Department of Civil Engineering,Monash University,VIC 3800,Australia
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摘要

关键词

Triaxial Hopkinson Bar/Split tension/High strain rate loads/Confinement effect

分类

建筑与水利

引用本文复制引用

Kai Liu,Chunjiang Zou,Jian Zhao..Dynamic tensile behaviour of rocks under confining pressure and high-rate loadings[J].Earth Energy Science,2025,1(1):P.9-21,13.

基金项目

supported by the Australian Research Council(LE150100058) （LE150100058）

the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering(Z020002) （Z020002）

State Key Laboratory of Coal Mine Disaster Dynamics and Control.The specimens were scanned at the Imaging and Medical beamline(IMBL)under the Australian Synchrotron projects(NO:M15862 and M14428). （IMBL）

Earth Energy Science

ISSN：2950-1547

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