Comparison of tunnel failure frequencies and failure probabilities
Version
Published
Date Issued
2019
Author(s)
Type
Conference Paper
Language
English
Abstract
The comparison of the calculated failure probabilities of technical systems with the observed failure frequencies is an important part of the verification of probabilistic calculations. It can point to significant factors that are neglected in the calculations.
In recent years, the failure probabilities and failure frequencies of nuclear power plants, bridge structures and dams have been compared. It was shown that the calculated values correspond
very well with the observed values. In addition, various factors could be identified which have both positive and negative influences on the observed values, but the sum of which almost cancel
each other out.
Within the scope of this contribution, the comparison for tunnels shall be carried out. Extensive statistics are available for tunnel collapses during construction. In contrast to the other technical
products, the collapse statistics of tunnels are characterized by the production. This effect is also visible to a certain extent in bridges, but not to the extent of tunnels. The collapse statistics for tunnels are mainly dominated by design and construction errors. Accidental effects account for only about 20 % of all failures. This is significantly less than, for example, with bridges or nuclear power
plants.
Increasingly, tunnels are also being proven probabilistically. Based on these calculations, the available failure statistics can be compared with representative probabilistic tunnel proofs. The results of this comparison are presented in the article.
In recent years, the failure probabilities and failure frequencies of nuclear power plants, bridge structures and dams have been compared. It was shown that the calculated values correspond
very well with the observed values. In addition, various factors could be identified which have both positive and negative influences on the observed values, but the sum of which almost cancel
each other out.
Within the scope of this contribution, the comparison for tunnels shall be carried out. Extensive statistics are available for tunnel collapses during construction. In contrast to the other technical
products, the collapse statistics of tunnels are characterized by the production. This effect is also visible to a certain extent in bridges, but not to the extent of tunnels. The collapse statistics for tunnels are mainly dominated by design and construction errors. Accidental effects account for only about 20 % of all failures. This is significantly less than, for example, with bridges or nuclear power
plants.
Increasingly, tunnels are also being proven probabilistically. Based on these calculations, the available failure statistics can be compared with representative probabilistic tunnel proofs. The results of this comparison are presented in the article.
Subjects
QA Mathematics
TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
Publisher URL
Organization
Conference
17th International Probabilistic Workshop
Submitter
RistA
Citation apa
Proske, D., Spyridis, P., & Heinzelmann, L. (2019). Comparison of tunnel failure frequencies and failure probabilities. 17th International Probabilistic Workshop. https://doi.org/10.24451/arbor.11888
File(s)![Thumbnail Image]()
Loading...
restricted
Name
Seiten aus 11888_Proske et al_Tunnel failure probabilities_Conf-Pape_2019.pdf
License
Publisher
Version
published
Size
839.38 KB
Format
Adobe PDF
Checksum (MD5)
a8eae818d85d509ccdcb7eb421659817
