Numerical determination of load of a model tunnel lining, taking into account different heights of soil backfill

The paper presents an analysis of determining the load of a model tunnel lining in a noncohesive soil medium at two different heights of soil backfill above the structure. A series of simulations were performed with the flexible and rigid tunnel lining. The analysis was performed by conducting simul...

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Bibliographic Details
Main Author: Paweł Szklennik
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-09-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/124518/PDF/art17.pdf

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