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A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/nag.1610020406openalex-snapshot
Axisymmetric compression of a Mohr–Coulomb medium around a circular hole
inferredcites →https://doi.org/10.1002/nag.315openalex-snapshot
Ground response curves for rock masses exhibiting strain‐softening behaviour
inferredcites →https://doi.org/10.1007/978-1-4020-2116-9openalex-snapshot
Rock Mechanics for underground mining
inferredcites →https://doi.org/10.1007/978-3-642-41714-6_210262openalex-snapshot
underground excavation in rock
inferredcites →https://doi.org/10.1016/0148-9062(94)00045-5openalex-snapshot
Two- and three-dimensional elasto-plastic analysis for coal pillar design and its application to highwall mining
inferredcites →https://doi.org/10.1016/0886-7798(86)90145-8openalex-snapshot
Rock mechanics for underground mining
inferredcites →https://doi.org/10.1016/j.ijrmms.2003.12.014openalex-snapshot
Elasto-plastic solution of tunnel problems using the generalized form of the hoek–brown failure criterion
inferredcites →https://doi.org/10.1016/j.ijrmms.2004.03.111openalex-snapshot
Elasto-plastic solution of tunnel problems using the generalized form of the hoek-brown failure criterion
inferredcites →https://doi.org/10.1016/j.ijrmms.2005.01.003openalex-snapshot
Considerations of the dilatancy angle in rocks and rock masses
inferredcites →https://doi.org/10.1016/j.ijrmms.2005.03.019openalex-snapshot
Exact and approximate solutions for displacements around circular openings in elastic–brittle–plastic Hoek–Brown rock
inferredcites →https://doi.org/10.1016/j.ijrmms.2005.11.004openalex-snapshot
Analytical solution for a circular opening in an elastic–brittle–plastic rock
inferredcites →https://doi.org/10.1016/j.tust.2004.12.003openalex-snapshot
Study of bifurcation in the problem of unloading a circular excavation in a strain-softening material
inferredcites →https://doi.org/10.1016/j.tust.2006.06.004openalex-snapshot
Ground reaction analyses in conventional tunnelling excavation
inferredcites →https://doi.org/10.1016/s0148-9062(99)00047-9openalex-snapshot
The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion
inferredcites →https://doi.org/10.1016/s1365-1609(03)00040-6openalex-snapshot
Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1983)109:1(15)openalex-snapshot
Ground Response Curves for Rock Tunnels
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:9(703)openalex-snapshot
Ground Response of Circular Tunnel in Poorly Consolidated Rock
inferredcites →https://doi.org/10.1201/b16978openalex-snapshot
Support of Underground Excavations in Hard Rock
inferredcites →https://doi.org/10.2113/gseegeosci.ii.4.610openalex-snapshot
Support of Underground Excavations in Hard Rock
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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A Simple Approach for Circular Tunnels Excavated in Strain‐Softening and Dilatancy Rock Masses
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Elasto-plastic analysis of a circular opening in strain-softening rock mass
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Finite element implementation of the Hoek–Brown material model with general strain softening behavior
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A numerical procedure for the fictitious support pressure in the application of the convergence–confinement method for circular tunnel design
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Passive bolts reinforcement around a circular opening in strain-softening elastoplastic rock mass
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Permeability enhancements of borehole outburst cavitation in outburst-prone coal seams
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A finite strain numerical procedure for a circular tunnel in strain-softening rock mass with large deformation
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Regression model for predicting tunnel strain in strain-softening rock mass for underground openings
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Re-profiling of a squeezing tunnel considering the post-peak behavior of rock mass
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Time-dependent solution for non-circular tunnels considering the elasto-viscoplastic rockmass
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Development of a 3-D confinement-dependent dilation model for brittle rocks; part 2, formulation and parameterization based on the Cartesian plastic strain increments ratios approach
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A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion
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Elastic–plastic response of a deep tunnel excavated in 3D Hoek–Brown rock mass considering different approaches for obtaining the out-of-plane stress
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Analytical solution for compressed air energy storage (CAES) caverns in deep elastic-brittle-plastic rock masses from construction to operation: Determination of operating gas storage pressure
inferred← citeshttps://doi.org/10.1016/j.jrmge.2013.08.001openalex-snapshot
Ground reaction curves for circular excavations in non-homogeneous, axisymmetric strain-softening rock masses
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.05.014openalex-snapshot
A post-peak dilatancy model for soft rock and its application in deep tunnel excavation
inferred← citeshttps://doi.org/10.1016/j.jrmge.2023.11.017openalex-snapshot
An improved strain-softening constitutive model of granite considering the effect of crack deformation
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An enhanced numerical model for considering coupled strain-softening and seepage effects on rock masses surrounding a submarine tunnel
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.09.043openalex-snapshot
An exact implementation of the generalized Zhang-Zhu criterion for elasto-plastic finite element calculations
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.02.018openalex-snapshot
Ground reaction curve for tunnels using pre-injection in consideration of rockburst potential
inferred← citeshttps://doi.org/10.1016/j.kscej.2025.100500openalex-snapshot
Theoretical study on the rock-support interaction for deep tunnel based on unified strength criterion
inferred← citeshttps://doi.org/10.1016/j.proeps.2012.01.049openalex-snapshot
Post-peak Stress-strain Relationship of Rock Mass Based on Hoek-Brown Strength Criterion
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.111239openalex-snapshot
An innovative finite element strength reduction approach via brittle-plastic iterative approximation
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Analytical prediction for time-dependent interaction of a circular tunnel excavated in strain-softening rock mass
inferred← citeshttps://doi.org/10.1016/j.tafmec.2012.06.008openalex-snapshot
Elasto-plastic coupling analysis of circular openings in elasto-brittle-plastic rock mass
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102154openalex-snapshot
Study on the Fracture Characteristics and Bolting Effect of Deep Tunnels Based on in-situ Mechanical Behavior of Rock Mass
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102320openalex-snapshot
Excavation-induced disturbance analysis of deeply buried tunnels under three-dimensional stress: A numerical investigation
inferred← citeshttps://doi.org/10.1016/j.tust.2009.07.004openalex-snapshot
Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour
inferred← citeshttps://doi.org/10.1016/j.tust.2010.06.005openalex-snapshot
A closed-form solution for a spherical cavity in the elastic–brittle–plastic medium
inferred← citeshttps://doi.org/10.1016/j.tust.2012.02.016openalex-snapshot
Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic–brittle–plastic rock
inferred← citeshttps://doi.org/10.1016/j.tust.2012.02.017openalex-snapshot
Plastic radii and longitudinal deformation profiles of tunnels excavated in strain-softening rock masses
inferred← citeshttps://doi.org/10.1016/j.tust.2013.04.001openalex-snapshot
A procedure of strain-softening model for elasto-plastic analysis of a circular opening considering elasto-plastic coupling
inferred← citeshttps://doi.org/10.1016/j.tust.2015.07.001openalex-snapshot
Elasto-plastic analysis of a circular opening in rock mass with confining stress-dependent strain-softening behaviour
inferred← citeshttps://doi.org/10.1016/j.tust.2016.05.007openalex-snapshot
Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone
inferred← citeshttps://doi.org/10.1016/j.tust.2017.12.005openalex-snapshot
Convergence-confinement curve analysis of excavation stress and strain resulting from blast-induced damage
inferred← citeshttps://doi.org/10.1016/j.tust.2018.06.008openalex-snapshot
On the importance of advanced constitutive models in finite element simulations of deep tunnel advance
inferred← citeshttps://doi.org/10.1016/j.tust.2018.08.001openalex-snapshot
Difference solution for a circular tunnel excavated in strain-softening rock mass considering decayed confinement
inferred← citeshttps://doi.org/10.1016/j.tust.2018.11.045openalex-snapshot
A comprehensive solution for the calculation of ground reaction curve in the crown and sidewalls of circular tunnels in the elastic-plastic-EDZ rock mass considering strain softening
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103078openalex-snapshot
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103254openalex-snapshot
Finite strain analysis of squeezing response in an elastic-brittle-plastic weak rocks considering the influence of axial stress
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103280openalex-snapshot
Synergistic effect of strain softening and dilatancy in deep tunnel analysis
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103358openalex-snapshot
A novel numerical-iterative-approach for strain-softening surrounding rock incorporating rockbolts effectiveness and hydraulic-mechanical coupling based on Three-Dimensional Hoek-Brown strength criterion
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103375openalex-snapshot
A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses
inferred← citeshttps://doi.org/10.1016/j.tust.2021.103873openalex-snapshot
A finite strain solution for strain-softening rock mass around circular roadways
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104174openalex-snapshot
An analysis of the support loads on composite lining of deep-buried tunnels based on the Hoek-Brown strength criterion
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104267openalex-snapshot
Analytical solution for determining the plastic zones around two unequal circular tunnels
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104411openalex-snapshot
Re-profiling response of heavily squeezed tunnels via ground reaction curves
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104538openalex-snapshot
A plastic-damage approach to the excavation response of a circular opening in weak rock
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104925openalex-snapshot
A numerical algorithm for ground reaction curves of circular openings in strain-softening rock masses satisfying the generalized Hoek-Brown criterion
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105311openalex-snapshot
Analytical solution of circular tunnel-lining interaction with elastic contact
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105422openalex-snapshot
Elastic perfect plastic rock mass analysis and equivalent GSI determination considering strain-softening behavior and three-dimensional strength
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105747openalex-snapshot
Theoretical analysis and numerical simulation analysis of energy distribution characteristics of surrounding rocks of roadways
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106035openalex-snapshot
A numerical strain-softening solution of a circular opening in nonlinear yield rock masses
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106368openalex-snapshot
Mechanism and technology of partitioned parallel anchoring in rapid heading faces with moderately stable surrounding rock
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106905openalex-snapshot
Elastoplastic response and probabilistic assessment of deep-buried circular tunnels under arbitrary geostress fields: A semi-analytical approach considering geostress rotation
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107714openalex-snapshot
Quantitative analysis of surrounding rock response considering the dynamic coupling evolution of 3D strength criterion parameters and seepage parameters
inferred← citeshttps://doi.org/10.1016/j.undsp.2019.09.003openalex-snapshot
Simple approach for solution of the quasi-plane-strain problem in a circular tunnel in a strain-softening rock mass considering the out-of-plane stress effect
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.07.002openalex-snapshot
Modified ground response curve (GRC) in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion considering over-excavation
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.02.002openalex-snapshot
Failure mechanism and control technology of deep soft-rock roadways: Numerical simulation and field study
inferred← citeshttps://doi.org/10.1038/s41598-022-08531-3openalex-snapshot
Numerical solution for circular tunnel excavated in strain-softening rock masses considering damaged zone
inferred← citeshttps://doi.org/10.1038/s41598-024-65186-yopenalex-snapshot
Analytical solutions for cavity contraction in strain-softening materials with linear or exponential strength decay
inferred← citeshttps://doi.org/10.1038/s41598-024-72052-4openalex-snapshot
Elastoplastic analysis on deformation and failure characteristics of surrounding rock of soft-coal roadway based on true triaxial loading and unloading tests
inferred← citeshttps://doi.org/10.1051/e3sconf/202019801034openalex-snapshot
Research on residual shear strength of surrounding rock base on elastic-plastic softening model
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001043openalex-snapshot
Elastoplastic Coupling Solution of Circular Openings in Strain-Softening Rock Mass Considering Pressure-Dependent Effect
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001490openalex-snapshot
Effect of Gravity of the Plastic Zones on the Behavior of Supports in Very Deep Tunnels Excavated in Rock Masses
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001822openalex-snapshot
Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002221openalex-snapshot
A Closed-Form Elastic Solution of Ground Response Curve for Noncircular Openings
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-13221openalex-snapshot
An Analytical Coupling Framework for the Synergistic Interaction between Strain-Softening Rock and Prestressed Yielding Anchorage System Considering Tunnel-Face Spatial Effects
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8092openalex-snapshot
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8218openalex-snapshot
Mechanical Response of a Circular Tunnel under Anisotropic Stress Conditions Using the Hoek–Brown Strain-Softening Model
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9454openalex-snapshot
Numerical Study on Large Deformation Characteristics of Tunnels Excavated in Strain-Softening Time-Dependent Rock Masses
inferred← citeshttps://doi.org/10.1063/5.0252018openalex-snapshot
Three-dimensional collapse analysis of deep-buried tunnels in weak surrounding rock considering longitudinal collapse width and flexible support
inferred← citeshttps://doi.org/10.1080/02533839.2018.1454854openalex-snapshot
Elasto-plastic analysis of a circular opening considering material dilatancy and elasto-plastic coupling effects
inferred← citeshttps://doi.org/10.1080/12269328.2017.1301221openalex-snapshot
A simple approach to the elasto-plastic coupling analyses of circular tunnels in confining pressure-dependent strain-softening rock masses
inferred← citeshttps://doi.org/10.1080/15567036.2019.1630037openalex-snapshot
Gas extraction challenge and the application of hydraulic cavity technology in the Shijiazhuang coalmine, Qinshui basin
inferred← citeshttps://doi.org/10.1080/15732479.2013.824489openalex-snapshot
A new elasto-plastic solution for analysis of underwater tunnels considering strain-dependent permeability
inferred← citeshttps://doi.org/10.1080/17486025.2025.2547794openalex-snapshot
Parametric analysis, numerical modelling, and machine learning-based prediction of tunnel crown displacement in EPB tunnelling
inferred← citeshttps://doi.org/10.1080/19386362.2016.1216662openalex-snapshot
Nonlinear visco-elasto-plastic solution of surrounding rock considering seepage force and 3-D Hoek–Brown failure criterion
inferred← citeshttps://doi.org/10.1080/19648189.2014.891470openalex-snapshot
Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle
inferred← citeshttps://doi.org/10.1080/19648189.2014.939305openalex-snapshot
An elasto-plastic model for underwater tunnels considering seepage body forces and strain-softening behaviour
inferred← citeshttps://doi.org/10.1080/19648189.2015.1090928openalex-snapshot
Practical ground response curve considering post-peak rock mass behaviour
inferred← citeshttps://doi.org/10.1080/19648189.2019.1632745openalex-snapshot
Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading
inferred← citeshttps://doi.org/10.1080/19648189.2019.1657960openalex-snapshot
A procedure for interaction between rock mass and liner for deep circular tunnel based on new solution of longitudinal displacement profile
inferred← citeshttps://doi.org/10.1080/19648189.2020.1715849openalex-snapshot
Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner
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