Stabilitní posouzení stavební jámy pro ražbu tunelu Milochov

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Vysoká škola báňská - Technická univerzita Ostrava

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Abstract

Subject of thesis Stability Assesment of Pit for the Excavation of Milochov Tunnel characterization of geological and hydrogeological conditions at the construction site and creation of mathematical model and two variants. All models are created in Midas GTS NX software. Models are based on the project and technical documentation. Output of this thesis is assesment and evaluation of the stability rating of excavation and rating of stress-strain states of models.

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Import 13/01/2017

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Milochov tunnel, Midas GTS NX, Slope stability, mathematical modelling

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