Study of Rock Blasting Failure Pattern with One Free Boundary

Author:

Yang Jun1,Liu Xin1ORCID,Xu Zhenyang2,Tang Hongliang1,Yu Qi3

Affiliation:

1. State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, China

2. School of Mining Engineering, University of Science and Technology Liaoning, Anshan 114051, Liaoning, China

3. China Ordnance Industry Fire and Explosives Engineering and Safety Technology Research Institute, China North Industries Group Corporation Limited, Beijing 100053, China

Abstract

The study of rock blasting failure pattern is of engineering importance. In order to investigate rock blasting failure pattern with one free boundary, high-speed photography technology is introduced into the two-dimensional granite model. Through high-speed camera images, a crack that originated from spalling is observed and then propagates inward. By using the high-speed digital image correlation method, the full-strain fields on the surface of the specimens are calculated. The preliminary results show that von Mises strain localization appears on the specimen surface near the free boundary. The axial strains near that crack present three kinds of characteristics. There are the joint action areas of the strain localization by analyzing strains in different directions, and the strain localizations are related to the crack propagation. Ultimately, after analysis of the experimental results, the preliminary diagrammatic drawing of rock blasting failure pattern under stress wave action with one free boundary is drawn.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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