Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass

The study of influence of in-situ stress on energy transmission of blasting stress wave in jointed rock mass is the basis for improving the utilization rate and optimizing the distribution of explosive energy in underground rock mass during blasting excavation. Thus, a model test was carried out to...

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Main Authors: Qian Dong, XinPing Li, TingTing Liu
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/6822317
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author Qian Dong
XinPing Li
TingTing Liu
author_facet Qian Dong
XinPing Li
TingTing Liu
author_sort Qian Dong
collection DOAJ
description The study of influence of in-situ stress on energy transmission of blasting stress wave in jointed rock mass is the basis for improving the utilization rate and optimizing the distribution of explosive energy in underground rock mass during blasting excavation. Thus, a model test was carried out to explore the energy transmission of blasting stress wave in jointed rock mass under different in-situ stresses, and the energy transmitting coefficients of the blasting stress wave were derived. Then, the influencing factors such as the scale and distribution of in-situ stresses and the angle and number of joints were discussed, respectively. The results showed that the energy transmission of blasting stress wave in jointed rock mass was affected by both the intact rock and joints, and the energy transmitting coefficients first increased and then decreased with the rise of static load and lateral static load coefficient, indicating that the lower in-situ stress can enhance the energy transmission of stress wave in rock mass to some extent. While the in-situ stress was relatively large, the stress wave energy dissipation in intact rock was dominant. The number and angle of joints also had a remarkable impact on the energy attenuation of the stress wave; when the stress wave was vertically incident on the joints, the energy transmitting coefficient was the largest. For underground engineering, the orientation of the dominant structural plane and the in-situ stress state of rock mass should be determined firstly, and the blasting parameters can be optimized to improve the utilization of explosive energy and achieve the designed blasting effect.
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series Shock and Vibration
spelling doaj-art-f6db3cc74e88445e937460df12a79c6d2025-02-03T01:26:23ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/68223176822317Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock MassQian Dong0XinPing Li1TingTing Liu2Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan, Hubei 430056, ChinaHubei Key Laboratory of Road-Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, Hubei 430070, ChinaHubei Key Laboratory of Road-Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, Hubei 430070, ChinaThe study of influence of in-situ stress on energy transmission of blasting stress wave in jointed rock mass is the basis for improving the utilization rate and optimizing the distribution of explosive energy in underground rock mass during blasting excavation. Thus, a model test was carried out to explore the energy transmission of blasting stress wave in jointed rock mass under different in-situ stresses, and the energy transmitting coefficients of the blasting stress wave were derived. Then, the influencing factors such as the scale and distribution of in-situ stresses and the angle and number of joints were discussed, respectively. The results showed that the energy transmission of blasting stress wave in jointed rock mass was affected by both the intact rock and joints, and the energy transmitting coefficients first increased and then decreased with the rise of static load and lateral static load coefficient, indicating that the lower in-situ stress can enhance the energy transmission of stress wave in rock mass to some extent. While the in-situ stress was relatively large, the stress wave energy dissipation in intact rock was dominant. The number and angle of joints also had a remarkable impact on the energy attenuation of the stress wave; when the stress wave was vertically incident on the joints, the energy transmitting coefficient was the largest. For underground engineering, the orientation of the dominant structural plane and the in-situ stress state of rock mass should be determined firstly, and the blasting parameters can be optimized to improve the utilization of explosive energy and achieve the designed blasting effect.http://dx.doi.org/10.1155/2021/6822317
spellingShingle Qian Dong
XinPing Li
TingTing Liu
Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
Shock and Vibration
title Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
title_full Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
title_fullStr Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
title_full_unstemmed Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
title_short Influence of In-Situ Stress on the Energy Transmission of Blasting Stress Wave in Jointed Rock Mass
title_sort influence of in situ stress on the energy transmission of blasting stress wave in jointed rock mass
url http://dx.doi.org/10.1155/2021/6822317
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AT xinpingli influenceofinsitustressontheenergytransmissionofblastingstresswaveinjointedrockmass
AT tingtingliu influenceofinsitustressontheenergytransmissionofblastingstresswaveinjointedrockmass