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Deformation Control Mechanism of Yield Layer in Soft Rock Tunnel with Large Deformation
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inferredcites →https://doi.org/10.1007/s10064-023-03375-1openalex-extracted
Study on the large deformation control technology of a single-hole double-track railway tunnel
inferredcites →https://doi.org/10.1007/s11629-022-7660-7openalex-extracted
Design of the yielding support used highly deformable elements for a tunnel excavated in squeezing rock
inferredcites →https://doi.org/10.1007/s12205-022-1580-5openalex-extracted
An Experimental Study on the Correlation between Composite Lining Stiffness and Bearing Capacity in Soft Ground
inferredcites →https://doi.org/10.1007/s12665-018-7614-0openalex-extracted
Numerical evaluation of a yielding tunnel lining support system used in limiting large deformation in squeezing rock
inferredcites →https://doi.org/10.1007/s43452-023-00813-5openalex-extracted
Numerical simulation on progressive failure of yielding support material for squeezing tunnel
inferredcites →https://doi.org/10.1016/0148-9062(88)92141-9openalex-extracted
Tunnelling through squeezing rock in two large fault zones of the Enasan Tunnel II
inferredcites →https://doi.org/10.1016/j.apm.2023.10.021openalex-extracted
Effect of compressible layer on time-dependent behavior of soft-rock large deformation tunnels revealed by mathematical analytical method
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.compgeo.2023.105622openalex-extracted
Failure mechanism and deformation prediction of soft rock tunnels based on a combined finite–discrete element numerical method
inferredcites →https://doi.org/10.1016/j.conbuildmat.2020.119539openalex-extracted
A solution for squeezing deformation control in tunnels using foamed concrete: A review
inferredcites →https://doi.org/10.1016/j.engfailanal.2022.106045openalex-extracted
Large deformation characteristics and treatment effect for deep bias tunnel in broken phyllite: A case study
inferredcites →https://doi.org/10.1016/j.engfailanal.2022.106598openalex-extracted
Failure of rigid support and yielding support solution in large deformation tunnels: A case study
inferredcites →https://doi.org/10.1016/j.engfailanal.2023.107456openalex-extracted
Experimental study on similar materials for tunnel lining concrete in geomechanical model tests
inferredcites →https://doi.org/10.1016/j.enggeo.2016.12.012openalex-extracted
A case study on large deformation failure mechanism of deep soft rock roadway in Xin'An coal mine, China
inferredcites →https://doi.org/10.1016/j.enggeo.2019.105262openalex-extracted
Study on deformation failure mechanism and support technology of deep soft rock roadway
inferredcites →https://doi.org/10.1016/j.enggeo.2022.106784openalex-extracted
Excavation compensation method and key technology for surrounding rock control
inferredcites →https://doi.org/10.1016/j.ijmst.2020.06.002openalex-extracted
A critical review on the developments of rock support systems in high stress ground conditions
inferredcites →https://doi.org/10.1016/j.jrmge.2013.12.008openalex-extracted
A review on the performance of conventional and energy-absorbing rockbolts
inferredcites →https://doi.org/10.1016/j.jrmge.2021.06.016openalex-extracted
Analytical computation of support characteristic curve for circumferential yielding lining in tunnel design
inferredcites →https://doi.org/10.1016/j.tust.2010.08.001openalex-extracted
Analysis of the behaviour of a yield-control support system in squeezing rock
inferredcites →https://doi.org/10.1016/j.tust.2012.02.004openalex-extracted
The Saint Martin La Porte access adit (Lyon–Turin Base Tunnel) revisited
inferredcites →https://doi.org/10.1016/j.tust.2016.11.012openalex-extracted
A new type support structure introduction and its contrast study with traditional support structure used in tunnel construction
inferredcites →https://doi.org/10.1016/j.tust.2018.09.028openalex-extracted
Analysis of the behaviour of a novel support system in an anisotropically jointed rock mass
inferredcites →https://doi.org/10.1016/j.tust.2019.103242openalex-extracted
Study on the interaction between squeezing ground and yielding supports with different yielding materials
inferredcites →https://doi.org/10.1016/j.tust.2020.103694openalex-extracted
Parameter design of yielding layers for squeezing tunnels
inferredcites →https://doi.org/10.1016/j.tust.2021.103815openalex-extracted
A critical review on the performance of yielding supports in squeezing tunnels
inferredcites →https://doi.org/10.1016/j.tust.2023.105261openalex-extracted
Investigating High-Strength Expanded Polystyrene (HS-EPS) as yielding support elements for tunnelling in squeezing ground conditions
inferredcites →https://doi.org/10.1016/j.undsp.2021.11.007openalex-extracted
Longitudinal connection effect on initial support steel frames in tunnels—Take the traffic tunnels as examples
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0001543openalex-extracted
Performance of New Type of Foamed Concrete in Supporting Tunnel in Squeezing Rock
inferredcites →https://doi.org/10.1080/15376494.2021.1994061openalex-extracted
Experimental and numerical analysis of the Poisson’s ratio on soft polyurethane foams under tensile and cyclic compression load
inferredcites →https://doi.org/10.1088/1742-6596/2368/1/012013openalex-extracted
Compressive properties and energy absorption of rigid polyurethane foam
inferredcites →https://doi.org/10.1142/s1758825119500273openalex-extracted
Visco-Elastic Analysis on the Effect of Flexible Layer on Mechanical Behavior of Tunnels
inferredcites →https://doi.org/10.1155/2022/6921150openalex-extracted
Study on Expansion Characteristics and Expansion Potential of Gypsum Rock
inferredcites →https://doi.org/10.1680/jgeen.20.00212openalex-extracted
Deformation control for large-section tunnel construction in fractured carbonaceous slate
inferredcites →https://doi.org/10.18154/rwth-2021-09913openalex-extracted
Investigating High-Strength Expanded Polystyrene (HS-EPS) as yielding support elements for tunnelling in squeezing ground conditions
inferredcites →https://doi.org/10.3390/ijms23179725openalex-extracted
Comparative Study on Selected Properties of Modified Polyurethane Foam with Fly Ash
inferredcites →https://doi.org/10.3390/su151310665openalex-extracted
Cracking Pattern and Bearing Capacity of Steel Fiber-Reinforced Concrete Single-Layer Tunnel Lining
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