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| Content Provider | Springer Nature Link |
|---|---|
| Author | Tsinidis, Grigorios Heron, Charles Madabhushi, Gopal Pitilakis, Kyriazis |
| Copyright Year | 2016 |
| Abstract | A series of dynamic centrifuge tests were conducted on square aluminum model tunnels embedded in dry sand. The tests were carried out at the Schofield Centre of the Cambridge University Engineering Department, aiming to investigate the dynamic response of these types of structures. An extensive instrumentation scheme was employed to record the soil-tunnel system response, which comprised of miniature accelerometers, total earth pressures cells and position sensors. To record the lining forces, the model tunnels were strain gauged. The calibration of the strain gauges, the data from which was crucial to furthering our understanding on the seismic performance of box-type tunnels, was performed combining physical testing and numerical modelling. This technical note summarizes this calibration procedure, highlighting the importance of advanced numerical simulation in the calibration of complex construction models. |
| Starting Page | 911 |
| Ending Page | 921 |
| Page Count | 11 |
| File Format | |
| ISSN | 09603182 |
| Journal | Geotechnical and Geological Engineering |
| Volume Number | 34 |
| Issue Number | 3 |
| e-ISSN | 15731529 |
| Language | English |
| Publisher | Springer International Publishing |
| Publisher Date | 2016-04-18 |
| Publisher Place | Cham |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Centrifuge modelling Calibration Strain gauges Numerical analysis 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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