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Optimization of Tunnel Blasting Parameters in Horizontal Layered Sand-shale Stratum
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Bao-hua TIAN1, Biao ZHANG1, 2, Long-wen YU1, Yan-long LIU1
Blasting | 2023, 40(3) : 52 - 58
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Blasting | 2023, 40(3): 52-58
BLASTING IN ORE AND ROCK
Optimization of Tunnel Blasting Parameters in Horizontal Layered Sand-shale Stratum
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Bao-hua TIAN1, Biao ZHANG1, 2, Long-wen YU1, Yan-long LIU1
Affiliations
  • 1.China Railway 23rd Bureau Group Co., Ltd., Chengdu 610072, China
  • 2.State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China
Published: 2023-09-01 doi: 10.3963/j.issn.1001-487X.2023.03.008
Outline
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When excavating a tunnel in a gently sloping strata, serious overcut and undercut problems occur in various parts of tunnel blasting construction due to the existence of horizontal weak interlayer. Based on the project of Baoanying tunnel of Chengdu-Kunming Railway which passes through horizontal sand-shale interlayers, LS-DYNA software is used to simulate the blasting effect with different layer thicknesses to propose reasonable blasting control parameters. And the reliability of the parameters is verified by field blasting tests. The main research results are as follows: (1) When blasting excavation in a horizontal rock layer, the damage range of rock mass along the horizontal direction is large with long cracks, especially at the junction of sandstone and shale. On the contrary, the damage range along the vertical direction, with a small explosive energy utilization rate. (2) The blasting effect of horizontal sand-shale interlayered surrounding rock is significantly affected by hole spacing and the thickness of soft shale. When the thickness of shale interlayer is thin, smaller hole spacing should be selected. With the increase of the shale interlayer thickness, the controllable cracks can be effectively generated by arranging the hole spacing and empty holes to achieve a better smooth blasting effect. (3) The optimal hole spacing of the surrounding rock blasting with different thickness of sand-shale interlayer is determined. When the shale thickness is 5 cm, 10 cm, 15 cm, 20 cm and 30 cm, the optimal hole spacing is 42 cm, 46 cm, 50 cm and 54cm, respectively. At the same time, the position of the blast hole must be strictly controlled to reduce the blasting vibration as much as possible.

tunel  /  horizontal layer of rock  /  weak interlayer  /  blasting parameters  /  field test
Bao-hua TIAN, Biao ZHANG, Long-wen YU, Yan-long LIU. Optimization of Tunnel Blasting Parameters in Horizontal Layered Sand-shale Stratum[J]. Blasting, 2023 , 40 (3) : 52 -58 . DOI: 10.3963/j.issn.1001-487X.2023.03.008
Year 2023 volume 40 Issue 3
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doi: 10.3963/j.issn.1001-487X.2023.03.008
  • Receive Date:2022-10-08
  • Online Date:2026-03-20
  • Published:2023-09-01
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  • Received:2022-10-08
Affiliations
    1.China Railway 23rd Bureau Group Co., Ltd., Chengdu 610072, China
    2.State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China

Corresponding:

ZHANG Biao (1990-), male, Ph. D, senior engineer, mainly engaged in geotechnical and tunnel engineering, (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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