Technical Papers
Jul 20, 2022

Influence of Water Depth on the Range of Crushed Zones and Cracked Zones for Underwater Rock Drilling and Blasting

Publication: International Journal of Geomechanics
Volume 22, Issue 10

Abstract

In this paper, the theoretical radii of the crushed and cracked zones for underwater rock drilling and blasting with coupling charge under different water depths were computed, and the dynamic finite-element software LS-DYNA was employed to simulate the failure zone of underwater rock drilling and blasting. The results show that the ranges of the crushed and cracked zones in the shallow water condition are slightly larger than those in the waterless condition. This is because the strength of the underwater saturated rock mass is lower than that of the rock mass under the waterless condition, which causes a slight increase in the range of the crushed and cracked zones after blasting. With increasing water depth, the effect of water pressure becomes increasingly obvious; in particular, the water pressure inhibits circumferential tensile stress induced by blasting, resulting in a rapid decrease in the range of the cracked zone. According to the simulation results, the peak value of the blasting vibration increases with the water depth because the generation of the cracked zone is inhibited by the action of water pressure; thus, more blasting energy is dissipated in the form of elastic vibration.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant Nos. 51979152 and 51609127), Educational Commission of Hubei Province of China (Project No. T2020005), Open Foundation of Hubei Key Laboratory of Construction and Management in Hydropower Engineering (Project No. 2020KSD01), The Young Top-notch Talent Cultivation Program of Hubei Province. The authors thank all the supporters.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 10October 2022

History

Received: Aug 28, 2021
Accepted: Mar 28, 2022
Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022

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Associate Professor, Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges Univ., Yichang 443002, China. Email: [email protected]
Xingzhuang Miao [email protected]
Postgraduate Student, Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges Univ., Yichang 443002, China. Email: [email protected]
Lecturer, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: https://orcid.org/0000-0003-2271-2378. Email: [email protected]
Doctor, Gezhouba Group Explosive Co., Ltd, Chongqing, 401121, China. ORCID: https://orcid.org/0000-0001-6808-5635. Email: [email protected]
Junwei Zheng [email protected]
Postgraduate Student, Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges Univ., Yichang 443002, China. Email: [email protected]
Postgraduate Student, Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges Univ., Yichang 443002, China. Email: [email protected]

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