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Predictive models for mechanical properties of expanded polystyrene (EPS) geofoam using regression analysis and artificial neural networks

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Abstract

Initial elastic modulus and compressive strength are the two most important engineering properties for modeling and design of EPS geofoams, which are extensively used in civil engineering applications such as light-fill material embankments, retaining structures, and slope stabilization. Estimating these properties based on geometric and physical parameters is of great importance. In this study, the compressive strength and modulus of elasticity values are obtained by performing 356 unconfined compression tests on EPS geofoam samples with different shapes (cubic or disc), dimensions, loading rates, and density values. Using these test results, the mechanical properties of the specimens are predicted by linear regression and artificial neural network (ANN) methods. Both methods predicted the initial modulus of elasticity (\({E}_{i}\)), 1% strain\({(\sigma }_{1})\), 5% strain \({(\sigma }_{5})\), and 10% strain \({(\sigma }_{10})\) strength values on a satisfactory level with a coefficient of correlation (R2) values of greater than 0.901. The only exception was in prediction of \({\sigma }_{1}\) and \({E}_{i}\) in disc-shaped samples by linear regression method where the R2 value was around 0.558. The results obtained from linear regression and ANN approaches show that ANN slightly outperform linear regression prediction for \({E}_{i}\) and \({\sigma }_{1}\) properties. The outcomes of the two methods are also compared with results of relevant studies, and it is observed that the calculated values are consistent with the results from the literature.

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References

  1. Witthoeft AF, Kim H (2016) Numerical investigation of earth pressure reduction on buried pipes using EPS geofoam compressible inclusions. Geosynth Int 23–4:287–300. https://doi.org/10.1680/jgein.15.00054

    Article  Google Scholar 

  2. Abdelsalam SS, Azzam SA (2016) Reduction of lateral pressures on retaining walls using geofoam inclusion. Geosyn Int 23–6:395–407

    Article  Google Scholar 

  3. İkizler SB, Vekli M, Dogan E, Aytekin M, Kocabas F (2014) Prediction of swelling pressures of expansive soils using soft computing methods. Neural Comput Appl 24:473–485. https://doi.org/10.1007/s.00521-012-1254-1

    Article  MATH  Google Scholar 

  4. Özer T (2016) Laboratory study on the use of EPS-block geofoam for embankment widening. Geosynth Int 23–2:71–85. https://doi.org/10.1680/jgein.15.00033

    Article  Google Scholar 

  5. Akay O (2016) Slope stabilization using EPS block geofoam with internal drainage system. Geosyn Int 23–1:9–22

    Article  Google Scholar 

  6. Lyratzakis A, Tsompanakis Y, Psarropoulos PN (2020) Efficient mitigation of high-speed trains induced vibrations of railway embankments using expanded polystyrene blocks. Transp Geotech. https://doi.org/10.1016/j.trgeo.2019.100312

    Article  Google Scholar 

  7. Elragi AF (2000) Selected engineering properties and applications of EPS geofoam. Ph.D. Thesis, State University of New York, USA

  8. Preber T, Bang S, Chung Y, and Cho Y (1994) Behavior of expanded polystyrene blocks. Transportation Research Record

  9. Negussey D (2002) Design parameters for EPS geofoam. Keynote Lecture – IWLGM 2002 International Workshop on Lightweight Geo-Materials. Tokyo, Japan

  10. Abdelrahman GE, Kawabe S, Tatsuoka F, Tsukamoto Y (2008) Rate effects on the stress-strain behaviour of EPS Geofoam. Soils Found 48–4:479–494. https://doi.org/10.3208/sandf.48.479

    Article  Google Scholar 

  11. Duskov M (1997a) EPS as a lightweight sub-base material in pavement structures. Ph.D. Thesis, Delft University of Technology, Netherlands

  12. Duskov M (1997) Materials research on EPS20 and EPS15 under representative conditions in pavement structures. Geotext Geomembr 15(1–3):147–181. https://doi.org/10.1016/S0266-1144(97)00011-3

    Article  Google Scholar 

  13. Anasthas N, Negussey D, Srirajan S (2001) Effect of confining stress on compressive strength of EPS geofoam. In: Proceedings of the 3rd international conference of EPS Geofoam Salt Lake City, Utah, USA. https://doi.org/10.1007/978-3-319-78981-1

  14. Gnip I, Kersultis V, Vaitkus S, Vejelis S (2004) Assessment of strength under compression of expanded polystyrene (EPS) slabs. Mater Sci 10–4:326–329

    Google Scholar 

  15. Athanasopoulos GA, Xenaki VC (2011) Experimental investigation of the mechanical behavior of EPS geofoam under static and dynamic/cyclic loading. In: 4th international conferences on geofoam blocks in construction application. Norway

  16. Birhan AG (2014) Effect of confinement and temperature on the behavior of EPS geofoam. Ph.D. Thesis, Syracuse University, USA

  17. Eriksson L, and Tränk R, (1991) Properties of expanded polystyrene – laboratory experiments. Swedish Geotechnical Institute. Linköping, Sweden

  18. Atmatzidis DK, Missirlis EG, and Chrysikos DA (2001) An investigation of EPS geofoam behaviour in compression. In: Proceedings of the 3rd international conference of EPS Geofoam. Salt Lake City, Utah, USA

  19. Hazerika H (2006) Stress-strain modeling of EPS geofoam for large-strain applications. Geotext Geomembr 24:79–90. https://doi.org/10.1016/j.geotexmem.2005.11.003

    Article  Google Scholar 

  20. Negussey D (2007) Design parameters of EPS geofoam. Soils Found Jpn Geotech Soc 47–1:161–170. https://doi.org/10.3208/sandf.47.161

    Article  Google Scholar 

  21. Elragi AF (2001) Sample size effects on the behavior of EPS geofoam. Soft Ground Technology Conference. Noordwijkerhout, the Netherlands

  22. Srirajan S, Negussey D, Anasthas N, (2001) Creep behavior of EPS geofoam. In: Proceedings of the third international conference on EPS—EPS Geofoam. Salt Lake City, USA

  23. Sun MC (1997) Engineering behavior of expanded polystyrene geofoam and lateral pressure reduction in substructures. MSc. Thesis. Syracuse University, USA

  24. Neto JOA, Rodrigues D (2021) Instrumented load tests and layered elastic theory analysis of a large scale EPS block embankment. Transp Geotech. https://doi.org/10.1016/j.trgeo.2020.100442

    Article  Google Scholar 

  25. Magnan JP, Serratrice JF (1989) Propriétés mécaniques du polystyréne expanse pour ses applications en remblai routier. Bull Liaison Lab Ponts et Chaussées 164:25–31

    Google Scholar 

  26. Horvath JS (1995) Geofoam Geosynthetic: a Monograph. Horvath Engineering. Scarsdale, USA

  27. Liu C (2015) Stress-strain behavior by image analysis, mix density and pre-strain effects of EPS geofoam. MSc Thesis, Syracuse University, USA

  28. Kake D, Kassahun E and Negussey D (2019) The influence of strain rate on EPS geofoam's stress strain behaviour. In: 5th International conference on geofoam blocks in construction applications, Turkish Republic of Northern Cyprus. 161–169

  29. Beju YZ, Mandal JN (2016) Compression creep test on expanded polystyrene (EPS) geofoam. Int J Geotech Eng. https://doi.org/10.1080/19386362.2016.1155260

    Article  Google Scholar 

  30. Malai A, Youwai S (2021) Stiffness of expanded polystyrene foam for different stress states. Int J Geosyn Ground Eng 7:80. https://doi.org/10.1007/s40891-021-00321-7

    Article  Google Scholar 

  31. SohrabVeiseh., Yousefi, A., A., (2021) Compressive behavior and thermal conductivity-density correlation of expanded polystyrene themal insulators. Iran Polym J 30:849–854. https://doi.org/10.1007/s13726-021-00937-6

    Article  Google Scholar 

  32. Zouzias D, Bruyne GD, Miralbes R, Ivens J (2020) Characterization of the tensile behavior of expanded polystyrene foam as a function of density and strain rate. Adv Eng Mater 2:1–13. https://doi.org/10.1002/adem.202000794

    Article  Google Scholar 

  33. Vilau C, Dudescu MC (2020) Investigation of mechanical behavior of expanded polystyrene under compressive and bending loadings. Mater Plast 57(2):199–207

    Article  Google Scholar 

  34. EN14933 (2007) Thermal insulation and light weight fill products for civil engineering applications - factory made products of expanded polystyrene (EPS) – Specification

  35. Norwegian Public Road Administration Publication no.100: Lightweight filling materials for road construction (2002). Oslo

  36. ASTM D1621–10 (2010) Standard Test method for compressive properties of rigid cellular plastics. ASTM International, West Conshohocken, PA, USA

  37. Chun BS, Lim HS, Sagong M, Kim K (2004) Development of a hyperbolic constitutive model for expanded polystyrene (EPS) geofoam under triaxial compression tests. Geotext Geomembr 22:223–237. https://doi.org/10.1016/j.geotexmem.2004.03.005

    Article  Google Scholar 

  38. Leo CJ, Kumruzzaman M, Wong H, Yin JH (2008) Behavior of EPS geofoam in true triaxial compression tests. Geotext Geomembr 26:175–180. https://doi.org/10.1016/j.geotexmem.2007.10.005

    Article  Google Scholar 

  39. Ossa A, Romo MP (2012) Confining stress influence on EPS water absorption capability. Geotext Geomembr 35:132–137. https://doi.org/10.1016/j.geotexmem.2012.03.003

    Article  Google Scholar 

  40. NCHRP Web Document 65 (2004) Geofoam Applications in the Design and Construction of Highway Embankments

  41. ASTM D 6817–11, (2011). Standard specification for rigid, cellular polystyrene geofoam. ASTM International, West Conshohocken, PA, USA

  42. Van Dorp T (1988) Expanded polystyrene foam as light fill and foundation material in road structures, International Congress on Expanded Polystyrene. Milan, Italy

  43. Sanders RL and Seedhouse RL (1994) The use of polystyrene for embankment construction. Transportation Research Laboratory. Contractor Report 356

  44. Miki G (1996) Ten year history of EPS method in Japan and its future challenges. In: Proceedings of international symposium on EPS construction method. Tokyo, Japan

  45. Yaprak H, Karacı A, Demir I (2013) Prediction of the effect of varying cure conditions and w/c ratio on the compressive strength of concrete using artificial neural networks. Neural Comput Appl 22:133–141. https://doi.org/10.1007/s00521-011-0671-x

    Article  Google Scholar 

  46. Bal L, Buyle-Bodin F (2014) Artificial neural network for predicting creep of concrete. Neural Comput Appl 25:1359–1367. https://doi.org/10.1007/s00521-014-1623-z

    Article  Google Scholar 

  47. Belalia Douma O, Boukhatem B, Ghrici M et al (2017) Prediction of properties of self-compacting concrete containing fly ash using artificial neural network. Neural Comput Appl 28:707–718. https://doi.org/10.1007/s00521-016-2368-7

    Article  Google Scholar 

  48. Azarhoosh AR, Hamedi GH, Fallahi AH (2018) Providing laboratory rutting models for modified asphalt mixes with different waste materials. Periodica Polytech Civil Eng 62(2):308–317. https://doi.org/10.3311/PPci.10684

    Article  Google Scholar 

  49. Adil M, Ullah R, Noor S et al (2020) Effect of number of neurons and layers in an artificial neural network for generalized concrete mix design. Neural Comput Appl. https://doi.org/10.1007/s00521-020-05305-8

    Article  Google Scholar 

  50. Mohammed A, Burhan L, Ghafor K et al (2021) Artificial neural network (ANN), M5P-tree, and regression analyses to predict the early age compression strength of concrete modified with DBC-21 and VK-98 polymers. Neural Comput Appl 33:7851–7873. https://doi.org/10.1007/s00521-020-05525-y

    Article  Google Scholar 

  51. Armaghani DJ, Asteris PG (2021) A comparative study of ANN and ANFIS models for the prediction of cement-based mortar materials compressive strength. Neural Comput Appl 33:4501–4532. https://doi.org/10.1007/s00521-020-05244-4

    Article  Google Scholar 

  52. Rodriguez-Sanchez AE, Plascencia-Mora H (2021) A machine learning approach to estimate the strain energy absorption in expanded polystyrene foams. J Cell Plast. https://doi.org/10.1177/0021955X2211021014

    Article  Google Scholar 

  53. Ahmad A, Ostrowski KA, Maślak M, Farooq F, Mehmood I, Nafees A (2021) Comparative study of supervised machine learning algorithms for predicting the compressive strength of concrete at high temperature. Materials 14(15):4222. https://doi.org/10.3390/ma14154222

    Article  Google Scholar 

  54. Wasim M, Ngo TD, Law D (2021) Durability performance of reinforced waste-based geopolymer foam concrete under exposure to various corrosive environments. Case Stud Constr Mater. https://doi.org/10.1016/j.cscm.2021.e00703

    Article  Google Scholar 

  55. Russel S, Norvig P (2009) Artificial intelligence: a modern approach, 3rd edn. Prentice Hall, Upper Saddle River, NJ, USA

    Google Scholar 

  56. Tabachnick BG, Fidell LS, Ullman JB (2019) Using multivariate statistics (7th ed.), New York: Pearson

  57. Salkind NJ (2016) Statics for people who (think they) hate statistics. (4th ed.), LA, London, New Delhi, Singapore, Washington D.C., Melbourne, SAGE

  58. Hair JF Jr, Anderson RE, Tatham RL and Black WC (1995) Multivariate data analysis (3rd ed.), New York: Macmillan

  59. Zurada JM (1992) Introduction to Artificial Neural Systems. West St. Paul

  60. Nguyen H, Bui XN, Bui HB, Mai NL (2020) A comparative study of artificial neural networks in predicting blast-induced air-blast overpressure at Deo Nai open-pit coal mine. Vietnam Neural Comput Appl 32(8):3939–3955. https://doi.org/10.1007/s00521-018-3717-5

    Article  Google Scholar 

  61. Yaguo L (2017) Individual intelligent method-based fault diagnosis. In: Yaguo Lei (Ed.). Intelligent fault diagnosis and remaining useful life prediction of rotating machinery (pp. 67–174)

  62. Zerguine A (2001) Multilayer perceptron-based DFE with lattice structure. IEEE Trans Neural Netw 12(3):532–545. https://doi.org/10.1109/72.925556

    Article  Google Scholar 

  63. Hanandeh S, Ardah A, Abu-Farsakh M (2020) Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula. Transp Geotech. https://doi.org/10.1016/j.trgeo.2020.100358

    Article  Google Scholar 

  64. Turhan C, Kazanasmaz T, Akkurt GG (2017) Performance indices of soft computing models to predict the heat load of buildings in terms of architectural indicators. J Thermal Eng 3–4:1358–1373

    Google Scholar 

  65. Ruppert D (2004) Statistics and finance: an introduction. Springer, New York, USA

    Book  Google Scholar 

  66. Han J, Kamber M, Pei J (2012) Data mining: concepts and techniques (3rd ed.). Elsevier/Morgan Kaufmann

  67. BASF (1998) Styropor technical information. Ludwigshafen, Germany

    Google Scholar 

  68. ASTM C 578–11 (2011) Standard specification for rigid, cellular polystyrene thermal insulation. ASTM International, West Conshohocken, PA, USA

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EA: Conceptualization, Methodology, Regression analyses, Data curation, Draft preparation, Writing, and Editing. GG: Data curation and Draft preparation. BL: ANN modeling, Writing, Draft preparation, and Editing.

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Correspondence to E. Akis.

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Akis, E., Guven, G. & Lotfisadigh, B. Predictive models for mechanical properties of expanded polystyrene (EPS) geofoam using regression analysis and artificial neural networks. Neural Comput & Applic 34, 10845–10884 (2022). https://doi.org/10.1007/s00521-022-07014-w

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