Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints
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Publication:6039495
DOI10.1016/J.APM.2023.01.031zbMath1510.74088OpenAlexW4318459831MaRDI QIDQ6039495
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Publication date: 5 May 2023
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2023.01.031
Timoshenko beamshield tunnelingKerr foundation modelsegment circumferential jointssegment shearing stiffness
Cites Work
- A new finite element for transverse vibration of rectangular thin plates under a moving mass
- Complex variable solutions for twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces
- Analytical approach to estimating the influence of friction slip contact between surrounding rock and concrete lining on mechanical response of deep rheological soft rock tunnels
- Theoretical analysis of three-dimensional ground displacements induced by shield tunneling
- Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads
- Elastic analytical solution of shallow tunnel owing to twin tunnelling based on a unified displacement function
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