39 citations as recorded by crossref.

1. Correlation between the tensile to compressive strength ratio and mechanical parameters of rock based on a nonlinear M-C criterion B. Yang et al. 10.1007/s12517-022-10195-2
2. On the effective stress law for rock-on-rock frictional sliding, and fault slip triggered by means of fluid injection E. Rutter & A. Hackston 10.1098/rsta.2016.0001
3. A Predictive Model of Mining Collapse Extent and Its Application J. Nan et al. 10.1155/2019/5184287
4. Dynamic mesoscale cracking modeling of energetic composite materials in Hopkinson bar test R. Liu et al. 10.1016/j.compstruct.2021.114989
5. Shear behavior of intact granite under thermo-mechanical coupling and three-dimensional morphology of shear-formed fractures B. Chen et al. 10.1016/j.jrmge.2022.04.006
6. Collective Damage Growth Controls Fault Orientation in Quasibrittle Compressive Failure V. Dansereau et al. 10.1103/PhysRevLett.122.085501
7. Fault slip envelope: a new parametric investigation tool for fault slip based on geomechanics and 3-D fault geometry R. Soliva et al. 10.5194/se-10-1141-2019
8. An experimental study of the transition from tensile failure to shear failure in Carrara marble and Solnhofen limestone: Does “hybrid failure” exist? C. McCormick & E. Rutter 10.1016/j.tecto.2022.229623
9. Brittle Creep and Failure: A Reformulation of the Wing Crack Model Y. Bernabé & M. Pec 10.1029/2022JB024610
10. Fluid Injection Experiments in Shale at Elevated Confining Pressures: Determination of Flaw Sizes From Mechanical Experiments M. Chandler et al. 10.1029/2018JB017207
11. A generalized three-dimensional discrete element method with electrostatic induced cohesion D. Bustamante et al. 10.1007/s10035-020-01048-4
12. Assessment of Karmi Landslide Zone, Bageshwar, Uttarakhand, India V. Tiwari et al. 10.1007/s12594-020-1567-0
13. Nonlinear strain energy based (NSEB) criterion for quasi-brittle materials under multiaxial stress states X. Liu et al. 10.1016/j.conbuildmat.2023.131001
14. Hydraulic conductivity of bedding-parallel cracks in shale as a function of shear and normal stress E. Rutter & J. Mecklenburgh 10.1144/SP454.9
15. A three‐dimensional Hoek–Brown failure criterion based on an elliptical Lode dependence H. Jiang & Y. Yang 10.1002/nag.3125
16. Evaluating Size Effects for a Porous, Weak, Homogeneous Limestone S. Sinha et al. 10.1007/s00603-022-03148-4
17. Rheology and breakdown energy of a shear zone undergoing flash heating in earthquake-like discrete element models A. Taboada & M. Renouf 10.1093/gji/ggad004
18. Failure criterion effect on solid production prediction and selection of completion solution D. Javani et al. 10.1016/j.jrmge.2017.07.004
19. Matrix gas flow through “impermeable” rocks – shales and tight sandstone E. Rutter et al. 10.5194/se-13-725-2022
20. Fault “Corrosion” by Fluid Injection: A Potential Cause of the November 2017 MW 5.5 Korean Earthquake R. Westaway & N. Burnside 10.1155/2019/1280721
21. Determination and validation of Karagozian-Case Concrete constitutive model parameters for numerical modeling of dolomite rock M. Kucewicz et al. 10.1016/j.ijrmms.2020.104302
22. Repeating caldera collapse events constrain fault friction at the kilometer scale P. Segall & K. Anderson 10.1073/pnas.2101469118
23. De-risking the energy transition by quantifying the uncertainties in fault stability D. Healy & S. Hicks 10.5194/se-13-15-2022
24. Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation M. Kucewicz et al. 10.1016/j.jrmge.2020.09.007
25. Integrating induced seismicity with rock mechanics: a conceptual model for the 2011 Preese Hall fracture development and induced seismicity R. Westaway 10.1144/SP454.12
26. Numerical modeling and 3D-gravity inversion of the Vargeão impact structure formed in a mixed basalt/sandstone target, Paraná Basin, Brazil L. de Moura Silva et al. 10.1016/j.jsames.2021.103396
27. Non-linear anisotropic damage rheology model: Theory and experimental verification I. Panteleev et al. 10.1016/j.euromechsol.2020.104085
28. Failure behaviors of rock masses around highly pressurized cavern: Initiation and modes of failure A. Thongraksa et al. 10.1016/j.tust.2021.104058
29. On the mechanical characteristics of a self-setting calcium phosphate cement A. Bimis et al. 10.1016/j.jmbbm.2017.02.017
30. Influence of Normal and Shear Stress on the Hydraulic Transmissivity of Thin Cracks in a Tight Quartz Sandstone, a Granite, and a Shale E. Rutter & J. Mecklenburgh 10.1002/2017JB014858
31. A review of mechanical properties and constitutive theory of rock mass anisotropy B. Yan et al. 10.1007/s12517-020-05536-y
32. Quantification of Plasticity and Damage in Berea Sandstone through Monotonic and Cyclic Triaxial Loading under High-Confinement Pressures H. Mubarak et al. 10.1061/(ASCE)MT.1943-5533.0004261
33. Triaxial stress and failure modes in hydrothermal mineral systems T. Blenkinsop 10.1080/08120099.2023.2210637
34. Determination and numerical simulation for HJC constitutive model parameters of Jinping marble C. Lou et al. 10.1088/1755-1315/861/3/032074
35. Growth of cataclastic bands into a fault zone: A multiscalar process by microcrack coalescence in sandstones of Rio do Peixe Basin, NE Brazil D. de Souza et al. 10.1016/j.jsg.2021.104315
36. Laboratory experiments on fault behavior towards better understanding of injection-induced seismicity in geoenergy systems Y. Ji et al. 10.1016/j.earscirev.2021.103916
37. Acoustic characterization of crack damage evolution in sandstone deformed under conventional and true triaxial loading J. Browning et al. 10.1002/2016JB013646
38. 3D Digital Analysis of Cracking Behaviors of Rocks through 3D Reconstruction Model under Triaxial Compression Z. Zhao & X. Zhou 10.1061/(ASCE)EM.1943-7889.0001822
39. A theoretical evaluation method for mechanical sealing integrity of cementing sheath Y. Bu et al. 10.1016/j.apm.2020.03.001