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Spatial estimation of geotechnical parameters for numerical tunneling simulations and TBM performance models

No clear procedures on how geological-geomechanical data needed for the determination of ground behavior is transferred into input data for 3D numerical tools. Dispersed exploration, lab testing, monitoring and other data of a given project. Also, not optimized exploration

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Spatial estimation of geotechnical parameters for numerical tunneling simulations and TBM performance models

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    22. 2nd case study: Mas-Blau L9 EPB tunnel in soft alluvial deposits

    29. 3rd case study: La Salut-Liefa L9 EPB tunnel in hard tertiary alluvial formation

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