![]() ![]() We also delved into the relevant aspects of the modeling of tunnels in 2D. In the second part, we showed how to model the lining of a tunnel from the structural point of view, the procedure to define the section, the boundary conditions, the application is presented and the results obtained from this type of analysis. We described some considerations that must be taken into account, the different design methodologies, the hypotheses that must be defined by structural and geotechnical engineers, and finally the results to be reviewed will be discussed once the analysis has been carried out with the element programs. So far, in the first part, we introduced some of the most relevant aspects of tunnel design, we discussed the types of procedures commonly used such as Open Cut and Cover Method, The Sequential Excavation Method (NATM) and a few others. ![]() And here we reached the end of this series.
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