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Research on Blasting Hole Network Layout Method of Jointed Rock Tunnel under Ground Stress
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Guo-qing LIa, Tie-jun TAOb, Xia LIUa, Xing-chao TIANa, Cai-jin XIEa, Bing-xi JIANa
Blasting | 2023, 40(3) : 59 - 67
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Blasting | 2023, 40(3): 59-67
BLASTING IN ORE AND ROCK
Research on Blasting Hole Network Layout Method of Jointed Rock Tunnel under Ground Stress
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Guo-qing LIa, Tie-jun TAOb, Xia LIUa, Xing-chao TIANa, Cai-jin XIEa, Bing-xi JIANa
Affiliations
  • a.School of Civil Engineering, Guizhou University, Guiyang 550025, China
  • b.School of Mining, Guizhou University, Guiyang 550025, China
Published: 2023-09-01 doi: 10.3963/j.issn.1001-487X.2023.03.009
Outline
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In the process of tunnel blasting excavation, the influence of ground stress and joints on the blasting effect of rock mass is significant, and they are two important factors that must be considered in the layout of tunnel blasting holes. The static and dynamic mechanical parameters of jointed slate were obtained by indoor experiments by taking the Tongan Expressway Bayue Mountain Tunnel as the engineering background. Based on the LS-PREPOST software, a three-dimensional numerical model of jointed rock mass tunnel blasting under different ground stresses (3 MPa, 6 MPa, and 9 MPa) was established to analyze the distribution of effective stress at different locations after blasting. A method for the layout of blasting hole network in jointed rock mass tunnel under different ground stresses was proposed, and the method was verified based on on-site blasting experiments. The results show that ground stress has a restraining effect on crack propagation during jointed rock mass tunnel blasting, and the greater the ground stress, the more obvious the restraining effect. The explosion stress wave will undergo multiple refractions and reflections at the joint location, leading to serious over-excavation. When the hole spacing of the contour holes in the grade IV rock mass was set to 45 cm and the linear charge density was set to 0.375 kg/m, the average over-excavation value was controlled within 20 cm. The designed concrete volume of the research section was 15.1 m3, and the actual concrete consumption in the three on-site tests was 26.4 m3, 23.7 m3, and 25.8 m3, with an average concrete excess consumption of 10.2 m3 and an average excess consumption rate of 67.5%, which were all controlled within 100%.

ground stress  /  jointed rock mass  /  three-dimensional numerical analysis  /  effective stress  /  over-under excavation
Guo-qing LI, Tie-jun TAO, Xia LIU, Xing-chao TIAN, Cai-jin XIE, Bing-xi JIAN. Research on Blasting Hole Network Layout Method of Jointed Rock Tunnel under Ground Stress[J]. Blasting, 2023 , 40 (3) : 59 -67 . DOI: 10.3963/j.issn.1001-487X.2023.03.009
  • National Natural Science Foundation of China Regional Science Foundation Project(52064008)
  • High-level Innovative Talents in Guizhou Province(黔科合平台人才-GCC[2022]004-1)
Year 2023 volume 40 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.03.009
  • Receive Date:2022-09-19
  • Online Date:2026-03-20
  • Published:2023-09-01
Article Data
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History
  • Received:2022-09-19
Funding
National Natural Science Foundation of China Regional Science Foundation Project(52064008)
High-level Innovative Talents in Guizhou Province(黔科合平台人才-GCC[2022]004-1)
Affiliations
    a.School of Civil Engineering, Guizhou University, Guiyang 550025, China
    b.School of Mining, Guizhou University, Guiyang 550025, China

Corresponding:

TAO Tie-jun (1984-), male, Ph. D, professor, doctoral supervisor, mainly engaged in tunnel engineering and blasting engineering research, (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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