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  A study on the segmental lining design for bored tunnel in high water pressure condition

  This paper describes the concepts of design at high water pressure and impermeable ground condition in shield tunnel lining though the comparison with various design methods (elastic equation, closed form solutions, beam-spring model. Consequently, the appropriateness of various design methods depend on the main load acting on segmental lining. So, there are important of the appropriate consideration of water pressure conditions and design methods in high water pressure conditions.

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