Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (S1): 186-196.doi: 10.16285/j.rsm.2022.0926

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of fracture characteristics and energy consumption of full tailings cemented backfill under impact load

JIANG Ming-gui1,2, SUN Wei1,2, LI Jin-xin1,2, FAN Kai1,2, LIU Zeng1,2   

  1. 1. Faculty of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China; 2. Yunnan Key Laboratory of Sino-German Blue Mining and Utilization of Special Underground Space, Kunming University of Science and Technology, Kunming, Yunnan 650093, China
  • Received:2022-06-14 Accepted:2022-10-12 Online:2023-11-16 Published:2023-11-16
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51964023), the Yunnan Major Scientific and Technological Projects (202202AG050014) and the Yunnan Fundamental Research Projects (202101BE070001-038, 202201AT070146).

Abstract: In order to study the fracture characteristics and energy consumption characteristics of the fully tailings cemented backfill under impact loading, uniaxial impact tests on fillers with different cement-sand ratios at moderate strain rates were carried out with the help of a split Hopkinson pressure bar (SHPB) test system. The results show that the pre-peak strain energy, absorbed energy, prepeak strain energy density and absorbed energy density of the backfill body all increase exponentially as increase of incident energy when the cement-sand ratio is the same. When the incident energy is less than 16 J, the absorbed energy density, pre-peak strain energy density, absorbed energy and pre-peak strain energy of the backfill body with the cement-sand ratio of 1:6 are greater than those of the cement-sand ratio of 1:4 and 1:8. The fracture toughness of the backfill body gradually grows with the increase of the cement-sand ratio for the same peak strength, incident energy, pre-peak strain energy and absorption energy. The fracture toughness of the backfill body increases linearly with the increase of dynamic peak strength, absorbed energy density and pre-peak strain energy density, and increases exponentially with the increase of incident energy, pre-peak strain energy and absorbed energy. The increase of fracture toughness with energy absorption density and pre-peak strain energy density of the filled body with cement -sand ratio of 1:4 is two to three times that of cement-sand ratios of 1:6 and 1:8. Based on the growth law of strain energy density, energy consumption and strain, the damage and failure evolution process of the backfill can be divided into four stages: nonlinear compression, linear elastic deformation, elasto-plastic deformation and post-peak damage. Through regression analysis of the backfill body test results, a calculation formula for the fracture toughness is derived from the perspective of energy consumption, which can provide a reference for the stability analysis of the underground backfill body.

Key words: back fill body, fracture toughness, energy dissipation, impact load, strain energy density, energy absorption density

CLC Number: 

  • TU 452
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