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Effect of Overburden Height on Hydraulic Fracturing of Concrete-Lined Pressure Tunnels Excavated in Intact Rock: A Numerical Study

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Behavior of Pressure Tunnels and Guidelines for Liner Design

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Journal of Geotechnical Engineering 120 (10) 1768 (1994)
DOI: 10.1061/(ASCE)0733-9410(1994)120:10(1768)
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Analytical Solutions for Shallow Tunnels in Saturated Ground

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Journal of Engineering Mechanics 127 (12) 1258 (2001)
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Analytical solutions for the steady-state seepage field in a finite seabed with a lined tunnel

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Water flow into tunnels in discontinuous rock: a short critical review of the analytical solution of the art

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Investigating the effects of transient flow in concrete-lined pressure tunnels, and developing a new analytical formula for pressure wave velocity

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Research on Effect of Grouting Circle on Seepage Field of Subsea Tunnel

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The influence of seepage forces on ground reaction curve of circular opening

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Seepage force in a drained circular tunnel: An analytical approach

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Canadian Geotechnical Journal 45 (3) 432 (2008)
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Application of rock cover alteration ratio concept in preliminary design of unlined pressure tunnels

André J. Rancourt and Hani Mitri
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Effect of localized water pressure on mountain tunnels crossing fracture zone

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Transportation Geotechnics 28 100530 (2021)
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