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Exact and approximate solutions for displacements around circular openings in elastic–brittle–plastic Hoek–Brown rock
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Outgoing claims: the papers this work cites, builds on, or argues with.
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ELASTOPLASTIC ANALYSIS OF CYLINDRICAL CAVITY PROBLEMS IN GEOMATERIALS
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Elasto-plastic solution of tunnel problems using the generalized form of the hoek–brown failure criterion
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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/10.1115/1.2899431openalex-snapshot
A General Solution for the Pressurized Elastoplastic Tube
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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
inferredcites →https://doi.org/10.4324/9780203392720openalex-snapshot
Underground Excavations in Rock
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A New Unified Solution for Circular Tunnel Based on a Four‐Stage Constitutive Model considering the Intermediate Principal Stress
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Using the Schwarz Alternating Method to Identify Critical Water‐Resistant Thickness between Tunnel and Concealed Cavity
inferred← citeshttps://doi.org/10.1155/2020/8828917openalex-snapshot
Analytical Solution of a Circular Opening considering Nonuniform Pressure and Its Engineering Application
inferred← citeshttps://doi.org/10.1155/2020/8870928openalex-snapshot
Stability Analysis of Surrounding Rock in Circular Tunnels Based on Critical Support Pressure
inferred← citeshttps://doi.org/10.1155/2020/8872201openalex-snapshot
A New Unified Solution for Circular Opening considering Different Strength Criteria and the Postpeak Elastic Strain Form
inferred← citeshttps://doi.org/10.1155/2021/2237918openalex-snapshot
Parametric Evaluation of Simultaneous Effects of Damaged Zone Parameters and Rock Strength Properties on GRC
inferred← citeshttps://doi.org/10.1155/2021/4872558openalex-snapshot
Elastoplastic Analysis for Circular Tunnel Based on Modified Lade Criterion considering Strain Softening and Dilatancy
inferred← citeshttps://doi.org/10.1155/2021/6696757openalex-snapshot
A New Unified Solution for Deep Tunnels in Water-Rich Areas considering Pore Water Pressure
inferred← citeshttps://doi.org/10.1155/2021/8871524openalex-snapshot
Evolution of Characteristics of the Zone of Rock Loosening with Cross-Sectional Area
inferred← citeshttps://doi.org/10.1155/2022/5383257openalex-snapshot
Analysis of Surface Deformation and Settlement Characteristics Caused by Tunnel Excavation and Unloading
inferred← citeshttps://doi.org/10.11648/j.ajce.20210902.11openalex-snapshot
Analytical Elastoplastic Solutions for Deep-buried Circular Tunnels Under Asymmetric Load
inferred← citeshttps://doi.org/10.1177/1081286520909489openalex-snapshot
An analytical method for determining the non-enclosed elastoplastic interface of a circular hole
inferred← citeshttps://doi.org/10.12989/gae.2015.8.3.323openalex-snapshot
The ground response curve of underwater tunnels, excavated in a strain-softening rock mass
inferred← citeshttps://doi.org/10.12989/gae.2016.11.3.439openalex-snapshot
Theoretical solutions for displacement and stress of a circular opening reinforced by grouted rock bolt
inferred← citeshttps://doi.org/10.1371/journal.pone.0188336openalex-snapshot
Derivation and application of an analytical rock displacement solution on rectangular cavern wall using the inverse mapping method
inferred← citeshttps://doi.org/10.1515/ijnsns-2019-0253openalex-snapshot
Numerical solutions for strain-softening surrounding rock under three-dimensional principal stress condition
inferred← citeshttps://doi.org/10.1515/jtam-2017-0015openalex-snapshot
Analytical Solution of Displacements Around Circular Openings in Generalized Hoek-Brown Rocks
inferred← citeshttps://doi.org/10.1590/0370-44672015680155openalex-snapshot
Non linear elasto-plastic analysis of cylindrical cavity in rock mass using a Hoek-Brown criterion
inferred← citeshttps://doi.org/10.1590/1679-78255769openalex-snapshot
Strain-degradation analysis of tunnel structures based on twin-shear unified strength criterion
inferred← citeshttps://doi.org/10.1590/1679-78256328openalex-snapshot
Elastic-viscoplastic solution of a circular tunnel in Hoek-Brown rock mass
inferred← citeshttps://doi.org/10.1631/jzus.a0900292openalex-snapshot
Unified analytical solutions for a circular opening based on non-linear unified failure criterion
inferred← citeshttps://doi.org/10.1631/jzus.a1400023openalex-snapshot
Analytical solutions of stresses and displacements for deep circular tunnels with liners in saturated ground
inferred← citeshttps://doi.org/10.1680/jgeen.24.00449openalex-snapshot
Stability of unlined circular tunnels with surcharge in heavily fractured rock mass
inferred← citeshttps://doi.org/10.2139/ssrn.5421424openalex-snapshot
Analytical solution of a multilayered hollow cylinder subjected to non-uniform loads
inferred← citeshttps://doi.org/10.21440/2307-2091-2023-1-67-77openalex-snapshot
Analysis of the impact of rating methods for assessing the rock mass on its physical and mechanical characteristics and on the calculation of the support of a vertical shaft
inferred← citeshttps://doi.org/10.21595/vp.2022.22541openalex-snapshot
Elastic-plastic solution of circular hydraulic pressure tunnel based on D-P criterion
inferred← citeshttps://doi.org/10.22044/jme.2020.9252.1821openalex-snapshot
On Analytic Solutions of Elastic Net Displacements around a Circular Tunnel
inferred← citeshttps://doi.org/10.2478/amsc-2013-0012openalex-snapshot
Rock Failure Analysis of the Broken Zone Around a Circular Opening / Analiza pęknięcia skały w strefie naruszonej wokół otworu kolistego
inferred← citeshttps://doi.org/10.3126/hn.v16i0.12212openalex-snapshot
Estimating Tunnel Strain in Weak and Schistose Rock Mass under a State of in-situ Stress Anisotropy
inferred← citeshttps://doi.org/10.3311/ppci.11976openalex-snapshot
Analytical and Reliability Study of the Tunnel with Rockbolts in Rock Masses
inferred← citeshttps://doi.org/10.3390/app12041929openalex-snapshot
Verification and Comparison of Direct Calculation Method for the Analysis of Support–Ground Interaction of a Circular Tunnel Excavation
inferred← citeshttps://doi.org/10.3390/app13116836openalex-snapshot
Study on Stress and Displacement of Axisymmetric Circular Loess Tunnel Surrounding Rock Based on Joint Strength
inferred← citeshttps://doi.org/10.3390/app15179760openalex-snapshot
Numerical Analysis of Synergistic Ground Control Efficacy via Integrated Mining-Backfill-Roof Contact in Metallic Deposits
inferred← citeshttps://doi.org/10.3390/app16031390openalex-snapshot
Analysis of Vertical Shafts Excavation and Support Based on Cavity Contraction–Expansion Method
inferred← citeshttps://doi.org/10.3390/app16199600openalex-snapshot
Elastoplastic Semi-Analytical Solution for Deep Tunnels in Strain-Softening Rock Mass Considering Intermediate Principal Stress and Dilation Behaviour
inferred← citeshttps://doi.org/10.3390/geosciences12070262openalex-snapshot
Evaluation of the Effect of Geomechanical Parameters and In Situ Stress on Tunnel Response Using Equivalent Mohr-Coulomb and Generalized Hoek-Brown Criteria
inferred← citeshttps://doi.org/10.3390/ma17215266openalex-snapshot
Numerical Analysis on the Excavation Damage Evolutions of Layered Tunnels: Investigations on the Influences of Confining Pressure and Layer Angles
inferred← citeshttps://doi.org/10.3390/math11010243openalex-snapshot
Effect of Overburden Depth and Stress Anisotropy on a Ground Reaction Caused by Advancing Excavation of a Circular Tunnel
inferred← citeshttps://doi.org/10.3390/math11153389openalex-snapshot
An Improved Incremental Procedure for the Ground Reaction Based on Hoek-Brown Failure Criterion in the Tunnel Convergence-Confinement Method
inferred← citeshttps://doi.org/10.3390/math12172689openalex-snapshot
Explicit Analysis for the Ground Reaction of a Circular Tunnel Excavated in Anisotropic Stress Fields Based on Hoek–Brown Failure Criterion
inferred← citeshttps://doi.org/10.3390/min12010001openalex-snapshot
Optimal Support Solution for a Soft Rock Roadway Based on the Drucker–Prager Yield Criteria
inferred← citeshttps://doi.org/10.3390/sym12020323openalex-snapshot
Elastic-Plastic-Damaged Zones around a Deep Circular Wellbore under Non-Uniform Loading
inferred← citeshttps://doi.org/10.3390/sym18071095openalex-snapshot
Theoretical Solutions for Tunnels Excavated in Strain-Softening Rock Masses Considering Support
inferred← citeshttps://doi.org/10.36909/jer.v9i3a.7927openalex-snapshot
Rock masses stresses investigation based on overcoring with CSIRO cell test and 3D finite element modeling in Aqabat Al-Sulbat Road at Aseer Province, Saudi Arabia: Numerical approach
inferred← citeshttps://doi.org/10.3846/13923730.2012.693535openalex-snapshot
EVALUATING ELASTIC-PLASTIC BEHAVIOUR OF ROCK MATERIALS USING HOEK–BROWN FAILURE CRITERION
inferred← citeshttps://doi.org/10.3846/13923730.2016.1271010openalex-snapshot
A novel solution for ground reaction curve of tunnels in elastoplastic strain softening rock masses
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.170-173.37openalex-snapshot
Calculation of Elastic Induced Stress of Surrounding Rocks
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.1065-1069.835openalex-snapshot
The Principle and Method of the Backplane Anchor in Controlling the Overall Stability of the Surrounding Rock
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.690-693.786openalex-snapshot
The Studying of Reinforcement Mechanism of Fully Grouting Rock Bolt in Brittle Wall Rock Mass
inferred← citeshttps://doi.org/10.5772/18174openalex-snapshot
Simulation of Tunnel Surrounding Rock Mass in Porous Medium with Hydraulic Conductivity Tensor
inferred← citeshttps://doi.org/10.7474/tus.2018.28.1.038openalex-snapshot
Experimental and CFD Study on the Exhaust Efficiency of a Smoke Control Fan in Blind Entry Development Sites
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