On the public citation graph

https://doi.org/10.2139/ssrn.4670459

0 signed · 40 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nag.315openalex-extracted
Ground response curves for rock masses exhibiting strain‐softening behaviour
inferredcites →https://doi.org/10.1007/s00603-002-0043-zopenalex-extracted
A Procedure for Determining the Reaction Curve of Shotcrete Lining Considering Transient Conditions
inferredcites →https://doi.org/10.1007/s00603-009-0067-8openalex-extracted
Field Observations of Rock Bolts in High Stress Rock Masses
inferredcites →https://doi.org/10.1007/s00603-020-02304-yopenalex-extracted
Tunnel Stability Analysis in Weak Rocks Using the Convergence Confinement Method
inferredcites →https://doi.org/10.1007/s10706-020-01202-yopenalex-extracted
Analysis of Rock Load for Tunnel Lining Design
inferredcites →https://doi.org/10.1007/s10706-021-01724-zopenalex-extracted
Experimental Study on Rock-Support Interaction in Deep Tunnel Under Complex Geological Conditions
inferredcites →https://doi.org/10.1007/s10706-022-02367-4openalex-extracted
Theoretical and Numerical Studies of Rock-Support Interaction by Considering Imperfect Rock-Lining Interface
inferredcites →https://doi.org/10.1007/s11431-022-2158-9openalex-extracted
Analytical solutions for deep tunnels in strain-softening rocks modeled by different elastic strain definitions with the unified strength theory
inferredcites →https://doi.org/10.1007/s11440-023-01857-wopenalex-extracted
Analysis of interaction mechanism between surrounding rock and supporting structures for soft-rock tunnels under high geo-stress
inferredcites →https://doi.org/10.1007/s12205-021-0618-4openalex-extracted
Decoupling Analysis of Interaction between Tunnel Surrounding Rock and Support in Xigeda Formation Strata
inferredcites →https://doi.org/10.1007/s12517-021-07110-6openalex-extracted
A mechanical model for the circular tunnel considering the interaction between the surrounding rock and support structure based on the unified strength criterion
inferredcites →https://doi.org/10.1007/s12517-021-07300-2openalex-extracted
A new analytical solution for deep-buried circular cavern with anchor reinforcement under seepage field
inferredcites →https://doi.org/10.1007/s13369-021-05868-1openalex-extracted
An Analytical Model to Predict the Tunnel Mechanical Behavior Induced by Excavation and Support
inferredcites →https://doi.org/10.1016/j.compgeo.2012.01.005openalex-extracted
A new closed-form solution for circular openings modeled by the Unified Strength Theory and radius-dependent Young’s modulus
inferredcites →https://doi.org/10.1016/j.compgeo.2021.104393openalex-extracted
Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria
inferredcites →https://doi.org/10.1016/j.enggeo.2006.01.001openalex-extracted
Post failure behaviour of a rock mass under the influence of triaxial and true triaxial confinement
inferredcites →https://doi.org/10.1016/j.ijrmms.2004.03.153openalex-extracted
Time effects in rock–support interaction: a case study in the construction of two road tunnels
inferredcites →https://doi.org/10.1016/j.ijrmms.2005.03.019openalex-extracted
Exact and approximate solutions for displacements around circular openings in elastic–brittle–plastic Hoek–Brown rock
inferredcites →https://doi.org/10.1016/j.ijrmms.2009.07.008openalex-extracted
Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek–Brown strain-softening behaviour
inferredcites →https://doi.org/10.1016/j.ijrmms.2010.09.002openalex-extracted
Analytic stress solutions for a circular pressure tunnel at pressure and great depth including support delay
inferredcites →https://doi.org/10.1016/j.ijrmms.2019.104089openalex-extracted
Understanding continuum and discontinuum models of rock-support interaction for excavations undergoing stress-induced spalling
inferredcites →https://doi.org/10.1016/j.ijrmms.2021.104652openalex-extracted
Investigation of pillar damage mechanisms and rock-support interaction using Bonded Block Models
inferredcites →https://doi.org/10.1016/j.jrmge.2021.08.016openalex-extracted
Physical model simulation of rock-support interaction for the tunnel in squeezing ground
inferredcites →https://doi.org/10.1016/j.sandf.2017.03.004openalex-extracted
Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanism
inferredcites →https://doi.org/10.1016/j.tust.2007.11.002openalex-extracted
A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass
inferredcites →https://doi.org/10.1016/j.tust.2009.07.004openalex-extracted
Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour
inferredcites →https://doi.org/10.1016/j.tust.2012.06.003openalex-extracted
Stability investigations around a mine tunnel through three-dimensional discontinuum and continuum stress analyses
inferredcites →https://doi.org/10.1016/j.tust.2014.11.003openalex-extracted
Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading
inferredcites →https://doi.org/10.1016/j.tust.2017.11.004openalex-extracted
Elastic-brittle-plastic analysis of the radial subgrade modulus for a circular cavity based on the generalized nonlinear unified strength criterion
inferredcites →https://doi.org/10.1016/j.tust.2018.08.049openalex-extracted
Physical experiment and numerical modelling of tunnel excavation in slanted upper-soft and lower-hard strata
inferredcites →https://doi.org/10.1016/j.tust.2019.103001openalex-extracted
Geo-mechanical model test on the collaborative bearing effect of rock-support system for deep tunnel in complicated rock strata
inferredcites →https://doi.org/10.1016/j.tust.2019.103087openalex-extracted
Evaluation of installation timing of initial ground support for large-span tunnel in hard rock
inferredcites →https://doi.org/10.1016/j.tust.2019.103111openalex-extracted
Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects
inferredcites →https://doi.org/10.1016/s0886-7798(00)00046-8openalex-extracted
Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion
inferredcites →https://doi.org/10.1016/s0886-7798(01)00034-7openalex-extracted
Theoretical estimation of loosening pressure on tunnels in soft rocks
inferredcites →https://doi.org/10.1016/s1365-1609(03)00040-6openalex-extracted
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-extracted
Ground Response Curves for Rock Tunnels
inferredcites →https://doi.org/10.1201/b17435-37openalex-extracted
A semi-analytical procedure for circular opening in strain-softening rock mass with the unified strength criterion
inferredcites →https://doi.org/10.1680/jphmg.21.00006openalex-extracted
Study on earth pressure of deep-buried tunnel in layered ground with centrifuge modelling
inferredcites →https://doi.org/10.3390/su14138099openalex-extracted
A Unified Solution for Surrounding Rock of Roadway Considering Seepage, Dilatancy, Strain-Softening and Intermediate Principal Stress
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.