Improving the impact behavior of pipes using geofoam layer for protection
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference19 articles.
1. Loading of a gravel-buried steel pipe subjected to rockfall;Pichler;J. Geotech. Geoenviron. Eng.,2006
2. Impact of rocks onto gravel-design and evaluation of experiments;Pichler;Int. J. Impact Eng.,2005
3. Experimental study and numerical simulation of pipe-on-pipe impact;Yang;Int. J. Impact Eng.,2009
4. Full-scale impact tests on pipelines;Palmer;Int. J. Impact Eng.,2006
5. Low-velocity impact of pressurized pipelines;Jones;Int. J. Impact Eng.,2010
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1. Investigation of notch position and fiber ratio on the fracture mode and energy of sfrc beam under the impact load;Theoretical and Applied Fracture Mechanics;2024-10
2. Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes;Geotextiles and Geomembranes;2024-08
3. The Behavior of a Buried Pipe Overlain by Geofoam Due to Cyclic Loading;International Journal of Geosynthetics and Ground Engineering;2024-05-13
4. An Experimental Investigation on the Dynamic Response of Buried RC Pipes Induced by Falling Impact;Sensors;2024-01-31
5. Numerical Analysis of Underground Pipelines with CFRP Against Surface and Subsurface Blasts;Springer Proceedings in Materials;2024
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