Technical Papers
Nov 3, 2022

Characteristics of Peak Load on a Borehole Wall in Water-Coupling Blasting

Publication: Journal of Engineering Mechanics
Volume 149, Issue 1

Abstract

The peak load on a borehole wall is a key parameter in calculating the blasting failure range and in numerical simulations of nonfluid–structure coupling. In this study, the characteristics of the peak load in water-coupling blasting are studied theoretically and numerically. First, the interaction between a waterborne shock wave and a borehole wall is analyzed theoretically to reveal the main factors in the peak load on the borehole wall. Then, based on the theoretical calculations and the principle of dimensional homogeneity, a calculation model for the peak load is determined, and a numerical simulation of fluid–structure coupling is carried out to obtain the peak load under different conditions in two types of water-coupling blasting. The theoretical and numerical results are compared, and a correction coefficient is introduced to optimize the theoretical model. The results showed that the peak load increases approximately as a power function with increasing rock wave impedance and decreases approximately as a power function with increasing decoupling coefficient. Furthermore, it is concluded from statistical analysis that the correction coefficient is linearly proportional to the decoupling coefficient. In summary, a method for calculating the peak load on a borehole in water-coupling blasting is proposed, and it is verified against existing stress test data from water-coupling blasting.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank the National Natural Science Foundation of China (Grant Nos. 51979205, 51939008, and 51779193) for the financial support.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 1January 2023

History

Received: Feb 14, 2022
Accepted: Sep 3, 2022
Published online: Nov 3, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 3, 2023

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Ph.D. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China; Ph.D. Student, Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China; Professor, Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering, Wuhan Univ., Wuhan 430072, China (corresponding author). Email: [email protected]

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