Assessing and controlling of boulder deep-hole blasting-induced vibrations to minimize impacts to a neighboring metro shaft

• Autorzy: Zhang Zhiqiang , Li Yonglong , Wang Shuo , Zhang Heng , Qian Yang

Identyfikatory

DOI

10.1007/s43452-021-00220-8

• Języki publikacji: EN

Abstrakty

EN

When a metro is constructed by the shield method in the strata containing boulder group, it is prone to some engineering problems such as serious cutter wear, deformation of the cutter holder head, damage of the cutter spindle, which seriously affects the construction efficiency and bring enormous problems to the shield construction. This paper proposes the vibration reduction measures for the boulder deep-hole blasting to meet the construction safety. To achieve this purpose, the field test was applied to investigate the vibration response of adjacent building under five blasting areas. Then, three-dimensional numerical model was employed to discuss the vibration characteristics of the boulder and adjacent buildings under vibration reduction measures. The results show that increasing the damping hole and the isolation hole and changing the charging layout of the blasting areas can blast the boulder under the condition of ensuring effective and safe construction. Damping hole and isolation hole have a positive role in the control and attenuation of blasting stress wave. All of them have good vibration reduction effect, and the vibration reduction efficiency is more than 90%. The double row damping holes with 12.7 cm diameter and 20 cm spacing have good vibration reduction effect and economic benefit. When double row damping holes are used, the maximum particle velocity of the shaft structure under the influence of blasting stress wave is 1.47 cm/s, which is within the reasonable safety range.

Słowa kluczowe

EN

metro construction; boulder; deep-hole blasting; vibration response; vibration reduction measures; damping hole

PL

metro; wibracje; wysadzanie tunelu

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2021
• Tom: Vol. 21, no. 2
• Strony: 421--440
• Opis fizyczny: Bibliogr. 54 poz., fot., rys., tab., wykr.

Twórcy

autor

Zhang Zhiqiang

• School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
• Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

autor

Li Yonglong

• School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
• Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

autor

Wang Shuo

• School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
• Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

autor

Zhang Heng

• School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
• Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

autor

Qian Yang

• School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
• Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

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