All Stories

  1. Modeling of brittle rock failure considering inter- and intra-grain contact failures
  2. Mechanical properties of brittle rock governed by micro-geometric heterogeneity
  3. Influence of Loading System Stiffness on Post-peak Stress–Strain Curve of Stable Rock Failures
  4. Experimental Research on Permeability Evolution with Microcrack Development in Sandstone under Different Fluid Pressures
  5. Comparison of mechanical properties of undamaged and thermal-damaged coarse marbles under triaxial compression
  6. An Experimental Study on the Slippage Effect of Gas Flow in a Compact Rock
  7. Simulation of unstable rock failure under unloading conditions
  8. Quantifying rock mass bulking at a deep underground nickel mine
  9. Influence of material heterogeneity on failure intensity in unstable rock failure
  10. Physical and mechanical behaviors of a thermal-damaged coarse marble under uniaxial compression
  11. Structure instability forecasting and analysis of giant rock pillars in steeply dipping thick coal seams
  12. Influence of tunnel wall roughness and localized stress concentrations on the initiation of brittle spalling
  13. In-situ stress measurements and regional stress field assessment in the Xinjiang candidate area for China's HLW disposal
  14. Influence of specimen height-to-width ratio on the strainburst characteristics of Tianhu granite under true-triaxial unloading conditions
  15. A Phenomenological Model of Brittle Rocks under Uniaxial Compression
  16. Influence of wavelength-to-excavation span ratio on ground motion around deep underground excavations
  17. Strength comparison between cylindrical and prism specimens of Beishan granite under uniaxial compression
  18. Effects of human activity on erosion, sedimentation and debris flow activity – A case study of the Qionghai Lake watershed, southeastern Tibetan Plateau, China
  19. A model for characterizing crack closure effect of rocks
  20. Objective Determination of Crack Initiation Stress of Brittle Rocks Under Compression Using AE Measurement
  21. A Novel Experimental Technique to Simulate Pillar Burst in Laboratory
  22. Block caving-induced strata movement and associated surface subsidence: a numerical study based on a demonstration model
  23. Damage stress and acoustic emission characteristics of the Beishan granite
  24. Author’s Reply to Discussion of the Paper “An Empirical Failure Criterion for Intact Rocks” by Peng et al. (2013)
  25. In-situ stress measurements and regional stress field assessment of the Beishan area, China
  26. Influence of Unloading Rate on the Strainburst Characteristics of Beishan Granite Under True-Triaxial Unloading Conditions
  27. Principles of rock support in burst-prone ground
  28. Field rock strength
  29. Acoustic emission behaviors of the Beishan granite under uniaxial and triaxial compression conditions
  30. A study on a water-inrush incident at Laohutai coalmine
  31. Spacing and failure mechanism of edge fracture in two-layered materials
  32. An Empirical Failure Criterion for Intact Rocks
  33. Realistic Simulation of Progressive Brittle Rock Failure Near Excavation Boundary
  34. Fracture Initiation and Propagation in a Brazilian Disc with a Plane Interface: a Numerical Study
  35. Design of rock support system under rockburst condition
  36. 3D modeling of stratified and irregularly jointed rock slope and its progressive failure
  37. Influence of bolt-grout bonding on MCB conebolt performance
  38. Rock support for deep tunnels in highly stressed rocks
  39. Rock Mass Characterization and Rock Property Variability Considerations for Tunnel and Cavern Design
  40. Influence of plastic shear strain and confinement-dependent rock dilation on rock failure and displacement near an excavation boundary
  41. A mobilized dilation angle model for rocks
  42. Practical Estimates of Tensile Strength and Hoek–Brown Strength Parameter m i of Brittle Rocks
  43. Influence of stress path on tunnel excavation response – Numerical tool selection and modeling strategy
  44. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—Insight from numerical modeling
  45. A review of mining-induced seismicity in China
  46. Earthquake-induced unusual gas emission in coalmines — A km-scale in-situ experimental investigation at Laohutai mine
  47. Back-analysis of rock mass strength parameters using AE monitoring data
  48. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations
  49. Application of scientific visualisation – Stress control on permeability anisotropy in moderately fractured rock
  50. Rock mass strength with non-persistent joints
  51. Peak and residual strengths of jointed rock masses and their determination for engineering design
  52. Determination of residual strength parameters of jointed rock masses using the GSI system
  53. A NEW BACK ANALYSIS METHOD FOR THE DETERMINATION OF ROCK MASS STRENGTH PARAMETERS BASED ON FIELD AE MONITORING DATA
  54. A study on the dynamic behavior of the Meuse/Haute-Marne argillite
  55. Visualization of rock mass classification systems
  56. Estimation of Block Sizes for Rock Masses with Non-persistent Joints
  57. Assessment of excavation damaged zone using a micromechanics model
  58. A FUNDAMENTAL STUDY ON THE EVALUATION OF ROCK MASS BEHAVIOUR AROUND UNDERGROUND CAVERNS BASED ON AE MONITORING
  59. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations
  60. Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks
  61. Numerical simulation of the Brazilian test and the tensile strength of anisotropic rocks and rocks with pre-existing cracks
  62. Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system
  63. Quantification of rock mass damage in underground excavations from microseismic event monitoring
  64. A Tensile Model for the Interpretation of Microseismic Events near Underground Openings
  65. A Tensile Model for the Interpretation of Microseismic Events near Underground Openings
  66. A constitutive model and FEM analysis of jointed rock masses
  67. A constitutive model of highly jointed rock masses