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Time-Dependent Rock Tunnelling with a Combined Support System: Theoretical Solutions and Machine-Learning Solver
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Composite Element Model of the Fully Grouted Rock Bolt
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Elastic Solution for Deep Tunnels. Application to Excavation Damage Zone and Rockbolt Support
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Analytically-based simplified formulas for circular tunnels with two liners in viscoelastic rock under anisotropic initial stresses
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An elastic stress–displacement solution for a lined tunnel at great depth
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Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media
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On the elastic analysis of a circular lined tunnel considering the delayed installation of the support
inferredcites →https://doi.org/10.1016/j.ijrmms.2014.02.002openalex-extracted
An analytical approach for the sequential excavation of axisymmetric lined tunnels in viscoelastic rock
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An analytical model considering interaction behavior of grouted rock bolts for convergence–confinement method in tunneling design
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Principles of rockbolting design
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An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling
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Analytical approach for the design of active grouted rockbolts in tunnel stability based on convergence-confinement method
inferredcites →https://doi.org/10.1016/j.tust.2009.02.002openalex-extracted
A numerical approach for design of bolt-supported tunnels regarded as homogenized structures
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Analytical solution for the excavation of circular tunnels in a visco-elastic Burger’s material under hydrostatic stress field
inferredcites →https://doi.org/10.1016/j.tust.2010.06.006openalex-extracted
Tunnel reinforcement with rockbolts
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Three-dimensional numerical simulation of rock deformation in bolt-supported tunnels: A homogenization approach
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Characteristics and mechanisms of large deformation in the Zhegu mountain tunnel on the Sichuan–Tibet highway
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Analysis of time-dependent deformation in tunnels using the Convergence-Confinement Method
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Investigation of rock bolting for deeply buried tunnels via a new efficient hybrid DEM-Analytical model
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Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects
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An analysis of the support loads on composite lining of deep-buried tunnels based on the Hoek-Brown strength criterion
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The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion
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Analysis of structural interaction in tunnels using the covergence–confinement approach
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History of the sprayed concrete lining method—part I: milestones up to the 1960s
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Preliminary Design for NATM Tunnel Support in Soil
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Solutions for lined circular tunnels sequentially constructed in rheological rock subjected to non-hydrostatic initial stresses
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Design of tunnel lining in rock for long term time effects
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Analytic stress solutions for a circular pressure tunnel at great depth including support delay and pure slip boundary condition
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Analysis of the Interaction between the Lining of a TBM Tunnel and the Ground Using the Convergence-Confinement Method
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Time Dependent Deformations in Squeezing Tunnels
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The power of outliers (and why researchers should ALWAYS check for them)
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