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Research Articles

Experimental review on the effective stress equation in sand–EPS mixtures

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Pages 380-393 | Received 17 Aug 2021, Accepted 11 Mar 2022, Published online: 27 Mar 2022

References

  • Alaie, R. and Jamshidi Chenari, R., 2018. Cyclic and post-cyclic shear behaviour of interface between geogrid and EPS beads-sand backfill. KSCE Journal of Civil Engineering, 22 (9), 3340–3357. doi:10.1007/s12205-018-0945-2
  • Alaie, R. and Jamshidi Chenari, R., 2019. Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests. Geosynthetics International, 26 (6), 563–579. doi:10.1680/jgein.19.00034
  • Alaie, R., Jamshidi Chenari, R., and Karimpour-Fard, M., 2020. Shaking table study on sand-EPS beads-mixtures using a laminar box. Geosynthetics International, 1–50. doi:10.1680/jgein.20.00039
  • Beju, Y.Z. and Mandal, J.N., 2017. Expanded polystyrene (EPS) geofoam: preliminary characteristic evaluation. Procedia Engineering, 189, 239–246. doi:10.1016/j.proeng.2017.05.038
  • Bishop, A.W. and Blight, G.E., 1963. Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 13 (3), 177–197. doi:10.1680/geot.1963.13.3.177
  • Carvalho, M.F. 1999. Mechanical behavior of municipal solid waste. Thesis (PhD). University of Sao Paulo (in Portuguese).
  • Chun, B.S., et al., 2004. Development of a hyperbolic constitutive model for expanded polystyrene (EPS) geofoam under triaxial compression tests. Geotextiles and Geomembranes, 22 (4), 223–237. doi:10.1016/j.geotexmem.2004.03.005
  • Deng, A. and Xiao, Y., 2008. Shear behavior of sand-expanded polystyrene beads lightweight fills. Journal of Central South University of Technology, 15 (S2), 174–179. doi:10.1007/s11771-008-0454-4
  • Deng, A. and Xiao, Y., 2010. Measuring and modeling proportion-dependent stress-strain behavior of EPS-sand mixture. International Journal of Geomechanics, 10 (6), 214–222. doi:10.1061/(asce)gm.1943-5622.0000062
  • Edinҫliler, A. and Ӧzer, A.T., 2014. Effects of EPS bead inclusions on stress–strain behavior of sand. Geosynthetics International, 21 (2), 89–102. doi:10.1680/gein.14.00001
  • Hazarika, H., 2006. Stress–strain modeling of EPS geofoam for large-strain applications. Geotextiles and Geomembranes, 24 (2), 79–90. doi:10.1016/j.geotexmem.2005.11.003
  • Hazarika, H. and Okuzono, S., 2004. Modeling the behavior of a hybrid interactive system involving soil structure and EPS geofoam. Soils and Foundations, 44 (5), 149–162. doi:10.3208/sandf.44.5_149
  • Jamshidi Chenari, R., et al., 2016. An investigation on the geotechnical properties of sand-EPS mixture using large oedometer apparatus. Constructions and Building Materials, 113, 773–782. doi:10.1016/j.conbuildmat.2016.03.083
  • Karimpour-Fard, M., Jamshidi Chenari, R., and Soheili, F., 2015. Shear strength characteristics of sand mixed with EPS beads using large direct shear apparatus. Electronic Journal of Geotechnical Engineering, 20 (8), 2205–2220.
  • Karimpour Fard, M., Mashmouli Juybari, R., and Rezaie Soufi, G., 2019. Evolutionary polynomial regression-based models for the one-dimensional compression of Chamkhaleh sand mixed with EPS and tire derived aggregate. AUT Journal of Civil Engineering, 4 (3), 6. doi:10.22060/AJCE.2019.16381.5583
  • Karimpour-Fard, M., et al., 2020. Design, fabrication and calibration of a tall pneumatic oedometer apparatus. Measurement, 163, 107985. doi:10.1016/j.measurement.2020.107985
  • Lin, L.K., Chen, L.H., and Chen, R.H.L., 2010. Evaluation of geofoam as a geotechnical construction material. Journal of Materials in Civil Engineering, 22 (2), 160–170. doi:10.1061/(asce)0899-1561(2010)22:2(160)
  • Liu, H., Deng, A., and Chub, J., 2006. Effect of different mixing ratios of polystyrene pre-puff beads and cement on the mechanical behavior of lightweight fill. Geotextiles and Geomembranes, 24 (6), 331–338. doi:10.1016/j.geotexmem.2006.05.002
  • Machado, S.L. and Karimpour-Fard, M., 2011. A study on the effects of MSW fiber content and solid particles compressibility on its shear strength using a triaxial apparatus. Soils and Rocks, 34 (2), 115–127.
  • Nascimento, J.C.F. 2007. Mechanical behavior of municipal solid waste. Thesis (Masters). University of Sao Paulo (in Portuguese).
  • Najmaddin, D.Y. and Canakci, H., 2013. Compaction properties of sand mixed with modified waste EPS. Geotechnical and Geological Engineering, 31 (1), 315–318. doi:10.1007/s10706-012-9559-5
  • Nataatmadja, A. and Illuri, H.K., 2009. Sustainable backfill materials made of clay and recycled EPS. In: Proceedings of the 3rd CIB International Conference on Smart and Sustainable Built Environments (SASBE 2009), 15–19 June Delft, Netherlands.
  • Neaz Sheikh, M., et al., 2013. Shear and compressibility behavior of sand–tire crumb mixtures. Journal of Materials in Civil Engineering, 25 (10), 1366–1374. doi:10.1061/(asce)mt.1943-5533.0000696
  • Nur, A. and Byerlee, J., 1971. An exact effective stress law for elastic deformation of rock with fluids. Journal of Geophysical Research, 76 (26), 6414–6419. doi:10.1029/jb076i026p06414
  • Padade, A.H. and Mandal, J.N., 2012. Behavior of expanded polystyrene (EPS) geofoam under triaxial loading conditions. Electronic Journal of Geotechnical Engineering, 17, 2542–2553.
  • Rao, G.V. and Dutta, R.K., 2006. Compressibility and strength behaviour of sand–tire chip mixtures. Geotechnical and Geological Engineering, 24 (3), 711–724. doi:10.1007/s10706-004-4006-x
  • Rocco, N.T. and Luna, R., 2013. Mixtures of clay/EPS particulates and undrained shear strength, Geo-Congress 2013: stability and Performance of Slopes and Embankments III, 2059–2068. ACSE. doi:10.1061/9780784412787.208
  • Selvakumar, S. and Soundara, B., 2019. Swelling behaviour of expansive soils with recycled geofoam granules column inclusion. Geotextiles and Geomembranes, 47 (1), 1–11. doi:10.1016/j.geotexmem.2018.08.007
  • Shariatmadari, N., et al., 2009. Municipal solid waste effective stress analysis. Waste Management, 29 (12), 2918–2930. doi:10.1016/j.wasman.2009.07.009
  • Skempton, A.W., 1961. Effective stress in soils, concrete and rocks. In: Conference on Pore Pressure and Suction in Soils, 4–16. London.
  • Terzaghi, K., 1923. Die Berechnung der Durchlassigkeitsziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen. Akademie der Wissenschaften in Wien, Sitzungsberichte, Mathematisch-Naturewissenschaftlichen Klasse, 132, 105–124.
  • Tizpa, P., Jamshidi Chenari, R., and Farrokhi, F., 2019. A note on the compressibility and earth pressure properties of EPS beads-rigid particulates composite. Geotechnical and Geological Engineering, 37 (6), 5231–5243. doi:10.1007/s10706-019-00977-z
  • Tizpa, P., Jamshidi Chenari, R., and Farrokhi, F., 2020. Constraint deformation behavior of sand-EPS beads mixture using discrete element modeling (DEM). Advances in Civil Engineering Materials, 9 (1), 666–682. doi:10.1520/acem20190162
  • Wiszniewski, M. and Cabalar, A.F., 2016. Application of permeability, oedometer and direct shear test to the sand mixed with waste tire crumb. Acta Scientiarum Polonorum. Architectura, 15 (1), 69–82.
  • Yaghoobzadeh, S., et al., 2021. Effect of EPS beads on the behavior of sand–EPS and slope stability using triaxial and centrifuge tests. International Journal of Civil Engineering, 1–14. doi:10.1007/s40999-021-00617-9
  • Zhu, W., et al., 2008. Density and strength properties of sand-expanded polystyrene beads mixture. In: Characterization, Monitoring, and Modeling of GeoSystems. Reston: ACSE, 36–43. doi:10.1061/40972(311)5

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