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Optimization of Blasting Design for Tunnel Adjacent to Buildings
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Shi-jie ZHENG1, Chao FENG1, Quan WEN1, Kuan REN2
Blasting | 2023, 40(4) : 73 - 81
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Blasting | 2023, 40(4): 73-81
BLASTING IN ORE AND ROCK
Optimization of Blasting Design for Tunnel Adjacent to Buildings
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Shi-jie ZHENG1, Chao FENG1, Quan WEN1, Kuan REN2
Affiliations
  • 1.CCCC First Highway Huazhong Engineering Co., Ltd., Wuhan 430013, China
  • 2.Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China
Published: 2023-12-01 doi: 10.3963/j.issn.1001-487X.2023.04.010
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Aiming at the construction problems of a subway tunnel adjacent existing buildings in the section between Jialingjiang Road station and Xiangjiang Road station of Qingdao Metro Line 13, a new construction scheme of mechanical excavation combined with blasting is proposed. In the scheme, bench method is used with the upper bench in the weak stratum excavated by mechanical method, and the lower bench in the hard stratum excavated by blasting method. Furthermore, the vibration velocities of the adjacent buildings caused by the proposed scheme and the traditional full-section blasting scheme are analyzed and compared by using FLAC3D and blasting equivalent load method. The results show that, the peak vibration velocity of each monitoring point under the mechanical-blasting scheme decreases significantly compared with the full-section blasting with the maximum reduction rate of 61.1% which is within the allowable range and validates the new scheme. The construction parameters of the mechanical-blasting scheme are compared and selected based on the building settlement, plastic zone of surrounding rock mass, vibration velocity of the buildings, etc. Finally, the mechanical excavation advance of the upper bench is determined to as 0.5 m. Besides, the construction effect of the optimized parameters is monitored and evaluated. The mechanical-blasting construction scheme successfully solved the problems encountered in the project, and shortened the expected construction period by 3 months, which shows the rationality of the proposed construction scheme and parameters, as well as the validity of the calculation results.

tunnel blast  /  the equivalent load  /  scheme comparison and selection  /  construction parameters
Shi-jie ZHENG, Chao FENG, Quan WEN, Kuan REN. Optimization of Blasting Design for Tunnel Adjacent to Buildings[J]. Blasting, 2023 , 40 (4) : 73 -81 . DOI: 10.3963/j.issn.1001-487X.2023.04.010
Year 2023 volume 40 Issue 4
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.04.010
  • Receive Date:2022-10-15
  • Online Date:2026-03-19
  • Published:2023-12-01
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History
  • Received:2022-10-15
Affiliations
    1.CCCC First Highway Huazhong Engineering Co., Ltd., Wuhan 430013, China
    2.Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China

Corresponding:

REN Kuan (1998-), male, born in Yumin, Xinjiang uygur autonomous region, master's degree, mainly engaged in the research work of stability analysis of geotechnical engineering numerical simulation, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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