HU Shijie，WANG Fangtian，GAO Xiang，et al. Damage characteristics and mechanical properties of superhigh-water material consolidated body under triaxial stress[J]. Coal Science and Technology，2022，50（12）：128−135
. DOI: 10.13199/j.cnki.cst.2021-0392| Citation: |
HU Shijie，WANG Fangtian，GAO Xiang，et al. Damage characteristics and mechanical properties of superhigh-water material consolidated body under triaxial stress[J]. Coal Science and Technology，2022，50（12）：128−135 . DOI: 10.13199/j.cnki.cst.2021-0392
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In order to study the damage characteristics of superhigh-wate consolidated body under triaxial stress state, uniaxial experiments of superhigh-water consolidated body under different curing time (1, 7, 14, 21, 28 d) were carried out. Uniaxial compression models under different curing times were established by the parallel bonding model of PFC3D, and five groups of uniaxial strength of PFC3D simulation experiment were obtained, which were consistent with the uniaxial strength of the uniaxial experiment. Statistics each simulation experiment of uniaxial compression parallel bond, mesoscopic physical and mechanical parameters in the model on the basis of the parameters under different curing time, superhigh-water consolidation triaxial compression model body, the same confining pressure and axial stress is applied, record the triaxial experiments under different curing time in the process of stress-strain curve and the force when the damage distribution chain. Analyzed superhigh-water body of consolidation in the damage characteristics of three to the stress state, the results show that: ① the superhigh-water concretion body three to the stress state of the changing rule of the ultimate strength with curing time can be represented by the Bohr boltzmann equation. When curing time is 1 to 14 days, the ultimate strength increases fastest, and the maximum ultimate strength reaches 3.1 MPa when curing time is 28 days. ② The variation rule of the degree of penetration of force chains in the triaxial compression model of superhigh-water consolidated body with curing time is as follows: within curing time of 1-28 d, the number of transverse contact force chains is 4 006, 4 561, 4 891, 5 017, 5 062, respectively. The number of longitudinal contact force chains is 4 029, 4 439, 4 716, 4 917 and 5 123. The results show that the carrying capacity of the superhigh-water consolidated body increases with the increase of curing time, and increases fastest during the curing time from 0 to 14 days, and tends to be stable during 14 to 28 days. ③ The tensile chain was used to simulate the fracture development in the triaxial compression model of superhigh-water consolidated body. The results show that the cracks concentrate on the upper and lower ends of the specimen when the curing time is 1 d. With the increase of curing time, the cracks in the middle of the specimen begin to increase and finally connect with the cracks at the upper and lower ends of the specimen.
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