Historische Einflüsse auf das Systemverhalten bei der Instandsetzung von Mauerwerkstunnel
Research output: Thesis › Master's Thesis
The estimation of an interference with the vault of an existing tunnel built of stone masonry regarding the effect on its load capacity poses a great challenge. Doing structural calculations mostly fail due to missing input parameters and on the complexity of representing a tunnel, which is subject to diverse influences over the years, in a structural model. In this thesis, the relevant influences and their dependency on the boundary conditions are illustrated. Further, an approach for the determination of the input parameters of a structural model are explained, using the example of the uniaxial compressive strength of a brick.
|Translated title of the contribution||Historical influences on the system behaviour of a tunnel built of stone masonry during extensive repair work|
|Award date||30 Jun 2017|
|Publication status||Published - 2017|