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The document discusses the buckling resistance of steel liners for circular pressure tunnels, emphasizing the importance of design measures for both stiffened and unstiffened liners under external pressures. It highlights practical applications in recent hydroelectric developments, particularly the Bersimis No. 1 and No. 2 projects in Canada and the Warsak project in Pakistan, where steel-lined tunnels were used to manage high internal pressures economically. The authors analyze various theoretical framewor

Author

Ruggero Ovena

Language

EN