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journal article
Design of pressure tunnels using a finite element model
In this study, a two-dimensional plane strain finite element model is used for the prediction of mechanical and hydraulic behaviour of pre-stressed concrete-lined pressure tunnels. Results obtained from numerical models are presented and compared with the one calculated using analytival solutions.
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Name
2012-884_Simanjuntak_Marence_Schleiss_Mynett_Design_of_pressure.pdf
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openaccess
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5.87 MB
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Adobe PDF
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