Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D confined single-flawed rocks under dynamic loading-Reference-Cited by-同舟云学术

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Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D confined single-flawed rocks under dynamic loading

Published:2021-11 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

You Wei,Dai Feng,Liu Yi^ORCID

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Sichuan Province Youth Science and Technology Innovation Team

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. Fracture coalescence in rock-type materials under uniaxial and biaxial compression;Bobet;Int. J. Rock Mech. Min. Sci.,1998

2. Evaluation of the stress equilibrium condition in axially constrained triaxial SHPB tests;Chen;Exp. Mech.,2018

3. Some fundamental issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar;Dai;Rock Mech. Rock Eng.,2010

4. Effect of model scale and particle size distribution on PFC3D simulation results;Ding;Rock Mech. Rock Eng.,2014

5. Dynamic response and failure mechanism of hydrostatically pressurized rocks subjected to high loading rate impacting;Du;Soil Dynam. Earthq. Eng.,2020

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