Buried pipe response subjected to traffic load experimental and numerical investigations
In this paper, a flexible buried pipe response subjected to traffic load is investigated through laboratory experiments and numerical analysis. A series of laboratory tests and numerical simulations were carried out to investigate the impact of surface pressure and burial depth on the model response...
| Main Authors: | , |
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| Format: | Journal Article |
| Published: |
The Geomate International Society
2017
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| Online Access: | http://hdl.handle.net/20.500.11937/56974 |