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| Content Provider | Springer Nature Link |
|---|---|
| Author | Yiouta Mitra, P. mikos, P. P. Mertiri, E. Sofias, A. I. |
| Copyright Year | 2013 |
| Abstract | Sensitivity analysis should be employed to examine the effect of the variability of selected parameters on critical response of a construction, using credible upper and lower bounds. This investigation performs such an analysis for an actual tunnel design case by means of numerical modeling. A local method, which is a partial derivative of the output with respect to several input factors, is used so as to ensure ease of use for the designer. In this way, the effect of varying geotechnical parameters over their possible values with respect to internal forces and displacements of the tunnel temporary lining is evaluated. The analysis includes not only assessment of the greatest influence on the item under observation by use of new types of diagrams that provide better comprehension but also a first order reliability evaluation on the effect of input parameters with respect to the reinforcement requirements of the temporary lining. |
| Starting Page | 647 |
| Ending Page | 665 |
| Page Count | 19 |
| File Format | |
| ISSN | 09603182 |
| Journal | Geotechnical and Geological Engineering |
| Volume Number | 31 |
| Issue Number | 2 |
| e-ISSN | 15731529 |
| Language | English |
| Publisher | Springer Netherlands |
| Publisher Date | 2013-03-17 |
| Publisher Place | Dordrecht |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Sensitivity Diagrams Tunnel lining Reliability Risk assessment Geotechnical Engineering & Applied Earth Sciences Hydrogeology Terrestrial Pollution Waste Management/Waste Technology Civil Engineering |
| Content Type | Text |
| Resource Type | Article |
| Subject | Soil Science Geology Architecture Geotechnical Engineering and Engineering Geology |
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