Influence of buried pipes on deformations near shallow foundations
| dc.contributor | Graduate Program in Civil Engineering. | |
| dc.contributor.advisor | Çinicioğlu, Özer. | |
| dc.contributor.advisor | Bildik, Selçuk. | |
| dc.contributor.author | Öner, Candaş. | |
| dc.date.accessioned | 2023-03-16T10:52:36Z | |
| dc.date.available | 2023-03-16T10:52:36Z | |
| dc.date.issued | 2020. | |
| dc.description.abstract | In the design of the buried-pipe systems, precise calculation of the pressures that will act on the pipe is crucial as the most essential needs of humankind are conveyed or provided by buried-pipe systems. Also, recognizition of the damage or problem is hard in the buried-pipe systems; therefore, it may take considerable amount of time to repair the system. Besides, when the pipes are placed under a foundation, classical soil response is a ected by the foundation-pipe interaction as the pipe-system creates a discontinuity in the soil. There are many parameters that a ect the pressures acting on the pipe, such as location of the pipe, relative density of the back ll, and pipe rigidity. In this work, small-scale physical model tests were conducted to examine the e ect of pipe location on the pressures acting on the pipe and failure surface. A sand back ll was used in the experiments. To nd the pipe pressures, strain gages were used, while to evaluate the changes in the extent of the a ected regions, photographs of the tests were analyzed using particle image velocimetry(PIV) method. A total of 10 tests were done with a systematic change in the burial depth and horizontal distance from the foundation. Acquired data from strain gages and from PIV analysis were analyzed and examined, and the results were discussed. | |
| dc.format.extent | 30 cm. | |
| dc.format.pages | xxii, 113 leaves ; | |
| dc.identifier.other | CE 2020 O64 | |
| dc.identifier.uri | https://digitalarchive.library.bogazici.edu.tr/handle/123456789/14088 | |
| dc.publisher | Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020. | |
| dc.subject.lcsh | Pipelines -- Testing. | |
| dc.title | Influence of buried pipes on deformations near shallow foundations |
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