The Behavior of a Buried Pipe Overlain by Geofoam Due to Cyclic Loading
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40891-024-00561-3.pdf
Reference49 articles.
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3. Tafreshi SNM, Mehrjardi GT, Dawson AR (2012) Buried pipes in rubber-soil back filled trenches under cyclic loading. J Geotech Geoenvironmental Eng. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000710
4. Cao Z, Han J, Xu C et al (2016) Road surface permanent deformations with a shallowly buried steel-reinforced high-density polyethylene pipe under cyclic loading. Geotext Geomembr 44:28–38. https://doi.org/10.1016/j.geotexmem.2015.06.009
5. Elshesheny A, Mohamed M, Sheehan T (2019) Buried flexible pipes behavior in unreinforced and reinforced soils under cyclic loading. Geosynth Int 26:184–205. https://doi.org/10.1680/jgein.18.00046
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