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논문 기본 정보

자료유형
학술저널
저자정보
Yuchun Zhou (Faculty of Engineering China University of Geoscieneces (Wuhan) Wuhan China) Li Wu (Faculty of Engineering China University of Geoscieneces (Wuhan) Wuhan China) Jialong Li (Faculty of Engineering China University of Geoscieneces (Wuhan) Wuhan China) Qing Yuan (Faculty of Engineering China University of Geoscieneces (Wuhan) Wuhan China)
저널정보
한국자원공학회 Geosystem Engineering Geosystem Engineering Vol.21 No.6
발행연도
2018.1
수록면
326 - 334 (9page)

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Underground water-sealed gas storage caverns have become the primary method for strategic storage of LPG. Previous studies of excavation blasting effects on large-scale underground water-sealed gas storage caverns are rare at home and abroad. In this paper, the blasting excavation for underground water-sealed propane storage caverns in Yantai was introduced and field tests of blasting vibration were carried out. Field test data showed that the horizontal radial velocity had a major controlling effect in the blasting vibration and frequencies would not cause the vibration velocity concentration effects. In terms of the influence of blasting vibration on adjacent caverns, the dynamic finite element model in LS-DYNA soft was established, whose reliability was verified by field test data. The numerical results indicated the near-blasting side was primary zone for the structural failure and tensile failure tended to occur in the middle of the curved wall on the near-blasting side. Meanwhile, the safety criterions for adjacent caverns based on stress wave theory and according to statistic relationship between peak effective tensile stress and peak particle velocities were obtained, respectively. Finally, with Safety Regulations for Blasting in China (GB6722-2014) taken into account, a final safety criterion was proposed.

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