Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading

The rapid development of the city has brought the traffic serious problems, the subway construction greatly alleviates the heavy traffic. Due to the limitation of geology and mechanical equipment, mining method is often used in subway construction. However, the vibration caused by blasting rock is t...

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Main Author: Ziyuan Li
Format: Article
Language:English
Published: Elsevier 2021-12-01
Series:Case Studies in Thermal Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214157X21005645
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spelling doaj-57136f8e44cd4b6bae2f1eb50e5aa7dd2021-09-03T04:45:53ZengElsevierCase Studies in Thermal Engineering2214-157X2021-12-0128101401Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loadingZiyuan Li0State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing, 100081, ChinaThe rapid development of the city has brought the traffic serious problems, the subway construction greatly alleviates the heavy traffic. Due to the limitation of geology and mechanical equipment, mining method is often used in subway construction. However, the vibration caused by blasting rock is the most obvious disaster of this method. For solving this problem, this paper, taking a metro station as a case, verified the effectiveness of the pre-splitting crack on the damping above the tunnel face by simulation. Furthermore, the article examines the effect of material of the medium, pre-splitting crack width and the number of blasting holes on the damping vibration. The results show that the increase in diameter improves the energy and vibration absorption performances of damping hole better than the decrease in the distance. In addition, damping performance in gas and liquid medium is better than that in solid medium. The results show that the particle vibration velocity in Z direction increased near the tunnel vault (within 5 m), which does not conform to the vibration attenuation law of Sadovsky's formula. This suggests that the vibration velocity at the ground measuring point is not the maximum. The pre-splitting crack interfered with the propagation of seismic wave, and its barrier greatly weakened the vibration velocity of ground measuring points. Compared with the ground of the tunnel without pre-splitting crack, the vibration velocity is reduced by about 40%. In addition, damping performance in gas and liquid medium is better than that in solid medium. Increasing the width of pre-splitting crack would not enhance the damping performance. What's more, the number of blasting holes does not affect the damping performance of the pre-splitting crack.http://www.sciencedirect.com/science/article/pii/S2214157X21005645Subway constructionTunnel blastingPeak particle velocity (PPV)Pre-splitting crackVibration control
collection DOAJ
language English
format Article
sources DOAJ
author Ziyuan Li
spellingShingle Ziyuan Li
Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
Case Studies in Thermal Engineering
Subway construction
Tunnel blasting
Peak particle velocity (PPV)
Pre-splitting crack
Vibration control
author_facet Ziyuan Li
author_sort Ziyuan Li
title Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
title_short Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
title_full Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
title_fullStr Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
title_full_unstemmed Study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
title_sort study on vibration effect of pre-splitting crack in tunnel excavation under thermal explosion loading
publisher Elsevier
series Case Studies in Thermal Engineering
issn 2214-157X
publishDate 2021-12-01
description The rapid development of the city has brought the traffic serious problems, the subway construction greatly alleviates the heavy traffic. Due to the limitation of geology and mechanical equipment, mining method is often used in subway construction. However, the vibration caused by blasting rock is the most obvious disaster of this method. For solving this problem, this paper, taking a metro station as a case, verified the effectiveness of the pre-splitting crack on the damping above the tunnel face by simulation. Furthermore, the article examines the effect of material of the medium, pre-splitting crack width and the number of blasting holes on the damping vibration. The results show that the increase in diameter improves the energy and vibration absorption performances of damping hole better than the decrease in the distance. In addition, damping performance in gas and liquid medium is better than that in solid medium. The results show that the particle vibration velocity in Z direction increased near the tunnel vault (within 5 m), which does not conform to the vibration attenuation law of Sadovsky's formula. This suggests that the vibration velocity at the ground measuring point is not the maximum. The pre-splitting crack interfered with the propagation of seismic wave, and its barrier greatly weakened the vibration velocity of ground measuring points. Compared with the ground of the tunnel without pre-splitting crack, the vibration velocity is reduced by about 40%. In addition, damping performance in gas and liquid medium is better than that in solid medium. Increasing the width of pre-splitting crack would not enhance the damping performance. What's more, the number of blasting holes does not affect the damping performance of the pre-splitting crack.
topic Subway construction
Tunnel blasting
Peak particle velocity (PPV)
Pre-splitting crack
Vibration control
url http://www.sciencedirect.com/science/article/pii/S2214157X21005645
work_keys_str_mv AT ziyuanli studyonvibrationeffectofpresplittingcrackintunnelexcavationunderthermalexplosionloading
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