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Study on Cyclic Impact Failure Characteristics of Quartz Sandstone under Medium Strain Rate
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Jun-xiang WANG1, Bao-long MA1, Shu-hao LI1, Lin LI2, Hai-jun KOU2, Gang SUN1
Blasting | 2023, 40(2) : 29 - 41
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Blasting | 2023, 40(2): 29-41
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Study on Cyclic Impact Failure Characteristics of Quartz Sandstone under Medium Strain Rate
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Jun-xiang WANG1, Bao-long MA1, Shu-hao LI1, Lin LI2, Hai-jun KOU2, Gang SUN1
Affiliations
  • 1.School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China
  • 2.China Railway 19th Bureau Group Fifth Engineering Co., Ltd., Dalian 116100, China
Published: 2023-06-01 doi: 10.3963/j.issn.1001-487X.2023.02.005
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Quartz sandstone samples were tested under cyclic impact loadings by the drop weight impact test equipment to study its mechanical properties and failure process under medium strain rates. Three specimens were selected at each impact height of 0.3~0.6 m, and each specimen was subjected to 8 cycles of impact with medium strain rates of 26.33 s-1, 29.7 s-1, 32.03 s-1 and 35.17 s-1, respectively. Then, the influence of cyclic loading times on the dynamic compressive strength, elastic modulus and energy efficiency of quartz sandstone were discussed. The results show that under different medium strain rates, the dynamic compressive strength of the specimens under the impact loading of the 8th cycle is about 13 MPa, which is lower than that of the first cycle. During the process, the resistance to deformation is weakened, and the elastic modulus is significantly reduced. The dynamic compressive strength of the specimens has a positively correlation with the elastic modulus. From the perspective of energy, the dissipated energy, energy efficiency and unit volume dissipated energy of the specimen are improved after 8 cycles of impact loading. The effect is most obvious when the impact energy is 70.27 J, the dissipated energy of rock is increased by 6 J, the energy efficiency is increased by 8.8%, and the unit volume dissipated energy is increased by 50%. For fracture fractal, the fracture morphology of rock under medium strain rates includes splitting failure, edge collapse failure, block failure and crushing failure. When the strain rate increases from 26.33 s-1 to 35.17 s-1, the characteristic value of the average particle size of the sample fragments decreases from 24.49 mm to 21.15 mm. The fractal dimension increases from 1.07 to 1.75 linearly.

medium strain rate  /  cyclic shock  /  failure behavior
Jun-xiang WANG, Bao-long MA, Shu-hao LI, Lin LI, Hai-jun KOU, Gang SUN. Study on Cyclic Impact Failure Characteristics of Quartz Sandstone under Medium Strain Rate[J]. Blasting, 2023 , 40 (2) : 29 -41 . DOI: 10.3963/j.issn.1001-487X.2023.02.005
Year 2023 volume 40 Issue 2
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doi: 10.3963/j.issn.1001-487X.2023.02.005
  • Receive Date:2023-01-26
  • Online Date:2026-03-18
  • Published:2023-06-01
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  • Received:2023-01-26
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    1.School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China
    2.China Railway 19th Bureau Group Fifth Engineering Co., Ltd., Dalian 116100, China
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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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