298 results on '"Gong, Fengqiang"'
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2. Rockburst proneness considering energy characteristics and sample shape effects
3. Experimental investigation on rockburst characteristics of highly stressed D-shape tunnel subjected to impact load
4. Quantitative estimation of potential rockburst pit depths during blasting excavation in deep tunnels
5. An MPI parallel DEM-IMB-LBM framework for simulating fluid-solid interaction problems
6. A particle-resolved heat-particle-fluid coupling model by DEM-IMB-LBM
7. Rockburst criterion and evaluation method for potential rockburst pit depth considering excavation damage effect
8. Strength Reduction of Initial High-Stress Rock Pillars Under Different Triaxial Unloading Paths
9. Characteristic Impedance and Its Applications to Rock and Mining Engineering
10. An improved method to calculate the rock brittleness index PEECR based on linear energy storage law
11. Mechanical behaviors of backfill-rock composites: Physical shear test and back-analysis
12. Quantitative estimation method for the excavation-induced weakening effect of rock mass parameters in deep tunnels
13. Sidewall rockburst characteristics of highly stressed circular tunnel under impact load
14. Sidewall rockburst of highly stressed D-shape hole tunnel triggered by impact load: An experimental investigation
15. A strength-stress coupling criterion for rockburst: Inspirations from 1114 rockburst cases in 197 underground rock projects
16. Damage constitutive model of uniaxially compressed coal material considering energy dissipation
17. Strain rockburst failure characteristics and mechanism of high stress circular hard rock tunnel triggered by dynamic impact load
18. Quantitative evaluation of rockburst proneness for surrounding rocks considering combined effects of the structural plane and excavation disturbance
19. Influence of water on rockburst proneness of sandstone: Insights from relative and absolute energy storage
20. Influence of water on rockburst of surrounding rock in deep circular tunnels under triaxial internal unloading conditions
21. Prediction of Mode I Fracture Toughness of Shale Specimens by Different Fracture Theories Considering Size Effect
22. A Novel Staged Cyclic Damage Constitutive Model for Brittle Rock Based on Linear Energy Dissipation Law: Modelling and Validation
23. Effects of Loading Rate on Rockburst Proneness of Granite from Energy Storage and Surplus Perspectives
24. Mineral Composition and Grain Size Effects on the Fracture and Acoustic Emission (AE) Characteristics of Rocks Under Compressive and Tensile Stress
25. Peak-strength strain energy storage index for evaluating coal burst liability based on the linear energy storage law
26. Rockburst process and strength-weakening effect of the high-stress circular tunnel under internal unloading
27. Evaluation of energy storage and release potentials of highly stressed rock pillar from rockburst control perspectives
28. Intelligent method for parameters optimization of cable in soft rock tunnel base on longitudinal wave velocity
29. Internal Mechanism of Reducing Rockburst Proneness of Rock Under High Stress by Real-Time Drilling Pressure Relief
30. Rock Dynamics: Progress and Prospect, Volume 1
31. Rock tensile strength weakening effect induced by high static preload granite subjected to low frequency dynamic disturbance during Brazilian tests
32. Rock Dynamics: Progress and Prospect, Volume 2
33. Tunnel rockbursts induced by dynamic disturbances: mechanism and mitigation
34. Damage constitutive model of brittle rock under uniaxial compression based on linear energy dissipation law
35. Theoretical verification of the rationality of strain energy storage index as rockburst criterion based on linear energy storage law
36. Experiments on rockburst proneness of pre-heated granite at different temperatures: Insights from energy storage, dissipation and surplus
37. Influence of maximum principal stress direction on the failure process and characteristics of D-shaped tunnels
38. Experimental investigation on rockburst process and characteristics of a circular opening in layered rock under three-dimensional stress conditions
39. Fracture toughness weakening effect of high static pre-loaded CSTBD granite subjected to low frequency dynamic disturbance during the rock fracture
40. Shearing Damage Evolution of Natural Rock Joints with Different Wall Strengths
41. A New Rock Brittleness Index Based on the Peak Elastic Strain Energy Consumption Ratio
42. Effects of length-to-diameter ratio on energy storage characteristics of rock materials under uniaxial compression
43. Linear energy storage and dissipation laws of concrete under uniaxial compression at different ages
44. Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression
45. A new criterion of coal burst proneness based on the residual elastic energy index
46. Tensile Strength and Fracture Surface Morphology of Granite Under Confined Direct Tension Test
47. Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression
48. Effects of pre-existing single crack angle on mechanical behaviors and energy storage characteristics of red sandstone under uniaxial compression
49. Experimental Investigation of Spalling Failure of D-Shaped Tunnel Under Three-Dimensional High-Stress Conditions in Hard Rock
50. A new quantitative method to identify the crack damage stress of rock using AE detection parameters
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