Effect of CFRP-wrapping on the mechanical and failure behavior of sandstone specimen containing a single flaw under compression

Author:

Zhou TaoORCID,Chen ChangpengORCID,Fang Yonglin,Lin Yuchun,Yin Xuehan,Wang Hongwei

Publisher

Elsevier BV

Reference48 articles.

1. Failure and mechanical behaviors of sandstone containing a pre-existing flaw under compressive–shear loads: insight from a digital image correlation (DIC) analysis;Zhou;Rock. Mech. Rock. Eng.,2022

2. Volumetric fracturing behavior of 3D printed artificial rocks containing single and double 3D internal flaws under static uniaxial compression;Zhou;Eng. Fract. Mech.,2019

3. Conceptualization and preliminary study of engineering disturbed rock dynamics;Xie;Geomech. Geophys. Geo-Energy Geo-Resour.,2020

4. Crack growth mechanism and failure behavior of specimen containing single flaw with different angles;Lin;Chin. J. Rock. Mech. Eng.,2005

5. Pillar strength in underground stone mines in the United States;Esterhuizen;Int. J. Rock. Mech. Min. Sci.,2011

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