Experimental Investigation on the Efficiency of Expanded Polystyrene Geofoam Post and Beam System in Protecting Lifelines

Expanded polystyrene (EPS) geofoam is a cellular geosynthetic material that can be used to protect lifelines (e.g. pipelines, electricity cables, etc.) below ground. Post and beam system is the most recent configuration of EPS blocks which can be implemented for this purpose. It provides a void space atop lifelines which allows settlement of the loading surface with imposing no pressure on the lifelines system. This paper investigates the efficiency of the configuration of post-beam system subjected to static loading. To evaluate the soil surface settlement, beam deformation and transferred pressure over the beam, laboratory tests using two different densities for EPS blocks are conducted. The effect of geogrid-reinforcing the cover soil on system response is also investigated. The experimental results show favorable performance of EPS post and beam configuration in protecting underground lifelines. 




References:
[1] Horvath J. S., Expanded polystyrene (EPS) geofoam: an introduction to material behavior. Geotext Geomembr 1994, pp. 263-280.
[2] Stark, T. D., Bartlett, S. F., Arellano, D., Expanded Polystyrene (EPS) Geofoam Applications and Technical Data, 2012.
[3] Horvath, J.S., New developments in geosynthetics; 'Lite' products come of age. Standardization News (ASTM), 1992, 20(9), pp. 50-53.
[4] Horvath, J. S., The compressible inclusion function of EPS geofoam: an overview. In: Proc. Intl. Sym. On EPS Construction Method, Tokyo, Japan, 1996, pp. 71-81.
[5] Zhang, W., Liu, B., Xie, Y., Field test and numerical simulation study on the load reducing effect of EPS on the highly filled culvert, J. Highw. Transp. Res. Dev, China, 2006, vol. 23, pp. 54-57.
[6] Kang, J., Parker, F., and Yoo, C. H., Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes.” J. Geotech. Geoenviron. Eng., 2007, 133(3), pp. 277–285.
[7] Kim, H., Choi, B. & Kim, J., Reduction of earth pressure on buried pipes by EPS geofoam inclusions, Geotechnical Testing Journal, 2010, vol. 33, number. 4, pp. 1–10.
[8] Marston, A., The Theory of External Loads on Closed Conduits in the Light of the Latest Experiments: Bulletin 96, Iowa Engineering Experiment Station, Iowa State College, Ames, IA, 1930.
[9] Bartlett, S. F., Lingwall, B. N., and Vaslestad, J., Methods of protecting buried pipelines and culverts in transportation infrastructure using EPS Geofoam. Geotext Geomembr, 2015, vol. 43, pp. 450-461.
[10] M. Abdollahi, S. N. Moghaddas Tafreshi, Numerical Investigation on Performance of Expanded Polystyrene Geofoam Block in Protecting Buried Lifeline Structures, International Journal of Environmental, Chemical, Ecological, Geological and Geophysical Engineering Vol:11, No:9, 2017 model for EPS geofoam. Geotext Geomembr, 2006, vol. 24, pp. 299-310
[11] Ahmed Fouad Elragi, Selected Engineering Properties and Applications of EPS Geofoam, 2000.
[12] S. N. Moghaddas Tfreshi, A. R. Dawson, Behaviour of footings on reinforced sand subjected to repeated loading – Comparing use of 3D and planar geotextile, Geotextile and Geomembrane 434-447, 2010.