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Stabilization of backfill using TDA material under a footing close to retaining wall

  • Arefnia, Ali (Department of Civil Engineering, Roudehen Branch, Islamic Azad University) ;
  • Dehghanbanadaki, Ali (Department of Civil Engineering, Damavand Branch, Islamic Azad University) ;
  • Kassim, Khairul Anuar (Department of Geotechnics & Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Ahmad, Kamarudin (Department of Geotechnics & Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia)
  • 투고 : 2019.06.13
  • 심사 : 2020.06.28
  • 발행 : 2020.08.10

초록

Reutilization of solid waste such as Tire Derived Aggregate (TDA) and mixing it with soft soil for backfill material not only reduces the required volume of backfill soil (i.e., sand-mining procedures; reinforcement), but also preserves the environment from pollution by recycling. TDA is a widely-used material that has a good track record for improving sustainable construction. This paper attempted to investigate the performance of Kaolin-TDA mixtures as a backfill material underneath a strip footing and close to a retaining wall. For this purpose, different types of TDA i.e., powdery, shredded, small-size granular (1-4 mm) and large-size granular (5-8 mm), were mixed with Kaolin at 0, 20, 40, and 60% by weight. Static surcharge load with the rate of 10 kPa per min was applied on the strip footing until the failure of footing happened. The behaviour of samples K80-G (1-4 mm) 20 and K80-G (5-8 mm) 20 were identical to that of pure Kaolin, except that the maximum footing stress had grown by roughly three times (300-310 kPa). Therefore, it can be concluded that the total flexibility of the backfill and shear strength of the strip footing have been increased by adding the TDA. The results indicate that, a significant increase in the failure vertical stress of the footing is observed at the optimum mixture content. In addition, the TDA increases the elasticity behaviour of the backfill.

키워드

과제정보

The authors would like to thank Universiti Teknologi Malaysia (UTM) which has supported this research. This study was funded by RMC of Universiti Teknologi Malaysia (UTM). (Grant number: Q.J130000.21A2.03E21).

참고문헌

  1. Abbaspour, M., Aflaki, E. and Nejad, F.M. (2019), "Reuse of waste tire textile fibers as soil reinforcement", J. Clean. Prod., 207, 1059-1071. https://doi.org/10.1016/j.jclepro.2018.09.253.
  2. Ahn, I.S. and Cheng, L. (2014), "Tire derived aggregate for retaining wall backfill under earthquake loading", Constr. Build. Mater., 57, 105-116. https://doi.org/10.1016/j.conbuildmat.2014.01.091.
  3. Alrubaye, A.J., Hasan, M. and Fattah, M.Y. (2018), "Effects of using silica fume and lime in the treatment of kaolin soft clay", Geomech. Eng., 14(3), 247-255. https://doi.org/10.12989/gae.2018.14.3.247.
  4. Arefnia, A., Kassim, K.A, Sohaei, H., Ahmad, K. and Safuan, A. (2015), "Numerical and physical modelling of kaolin as backfill material for polymer concrete retaining wall", Jurnal Teknologi, 76(2), 17-22.
  5. Arefnia, A., Momeni, E., Jahed Armaghani, D., Kassim, K.A. and Ahmad, K. (2014), "Effect of tire derived aggregate on maximum dry density of kaolin", Jurnal Teknologi, 66(1), 19-23.
  6. Bekhiti, M., Trouzine, H. and Rabehi, M. (2019), "Influence of waste tire rubber fibers on swelling behavior, unconfined compressive strength and ductility of cement stabilized bentonite clay soil", Constr. Build. Mater., 208, 304-313. https://doi.org/10.1016/j.conbuildmat.2019.03.011.
  7. BS 1377-1 (1990), Methods of Test for Soils for Civil Engineering Purposes Part 1: General Requirements and Sample Preparation, British Standard, 1.
  8. Das, B.M. and Sobhan, K. (2013), Principles of Geotechnical Engineering, Cengage Learning, 704.
  9. Dehghanbanadaki, A., Khari, M., Arefnia, A., Ahmad, K. and Motamedi, S. (2019), "A study on UCS of stabilized peat with natural filler: A computational estimation approach", KSCE J. Civ. Eng., 23(4), 1560-1572. https://doi.org/10.1007/s12205-019-0343-4.
  10. Dehghanbanadaki, A., Motamedi, S. and Ahmad, K. (2020), "FEM-based modelling of stabilized fibrous peat by end-bearing cement deep mixing columns", Geomech. Eng., 20(1), 75. https://doi.org/10.12989/gae.2019.20.1.075.
  11. Dutta, R.K. and Rao, G.V. (2009), "Regression models for Predicting the behavior of sand mixed with tire chips", Int. J. Geotech. Eng., 3(1), 51-63. https://doi.org/10.3328/IJGE.2009.03.01.51-63
  12. Edeskar, T. (2004), Technical and Environmental Properties of Tire Shreds Focusing on Ground Engineering Applications.
  13. ETRMA. (2013), European Tire & Rubber Industry Statistics Edition, European Tyre & Rubber Manufacturers' Association; Brussels, Belgium.
  14. Ganjian, E., Khorami, M. and Maghsoudi, A. (2009), "Scrap-tyre rubber replacement for aggregate and filler in concrete", Constr. Build. Mater., 23(5), 1828-1836. https://doi.org/10.1016/j.conbuildmat.2008.09.020.
  15. Ghazavi, M. (2004), "Shear strength characteristics of sand mixed with granular rubber", Geotech. Geol. Eng., 22, 401-416. https://doi.org/10.1023/B:GEGE.0000025035.74092.6.
  16. Gibson, A.D. (1997), "Physical scale modeling of geotechnical structures at one-G (p. 413)", Report no. SML 97-01, Pasadena, California Institute of Technology.
  17. Gill, G. and Mittal, R.K. (2019), "Use of waste tire-chips in shallow footings subjected to eccentric loading-an experimental study", Constr. Build. Mater., 199, 335-348. https://doi.org/10.1016/j.conbuildmat.2018.12.024.
  18. Gorninski, J.P., Dal Molin, D.C. and Kazmierczak, C.S. (2004), "Study of the modulus of elasticity of polymer concrete compounds and comparative assessment of polymer concrete and portland cement concrete", Cement Concrete Res., 34(11), 2091-2095. https://doi.org/10.1016/j.cemconres.2004.03.012.
  19. Hamidi, S. and Marandi, S.M. (2018), "Effect of clay mineral types on the strength and microstructure properties of soft clay soils stabilized by epoxy resin", Geomech. Eng., 15(2), 729-738. https://doi.org/10.12989/gae.2018.15.2.729.
  20. Hazarika, H. and Yasuhara, K. (2008), "Tire derived recycle material as earthquake resistant geosynthetic", Proceedings of the 1st Pan American Geosynthetics Conference, Cancun, Mexico.
  21. Hazarika, H., Yasuhara, K., Karmokar, A.K. and Mitarai, Y. (2007), Shaking Table Test on Liquefaction Prevention Using Tire Chips and Sand Mixture, Scrap Tire Derived Geomaterials-Opportunities and Challenges, Taylor and Francis, London, U.K., 215-222.
  22. Hazarika, H., Yasuhara, K., Kikuchi, Y., Karmokar, A.K. and Mitarai, Y. (2010), "Multifaceted potentials of tire-derived three dimensional geosynthetics in geotechnical applications and their evaluation", Geotext. Geomembr., 28(3), 303-315. https://doi.org/10.1016/j.geotexmem.2009.10.011.
  23. Huang, Y., Chen, C., Huang, C., Kuo, Y. and Chen, K. (1998), "Database for retaining wall design", Adv. Eng. Softw., 29(7-9), 619-626. https://doi.org/10.1016/S0965-9978(98)00027-1.
  24. Hyodo, M., Yamada, S., Orense, R.P., Okamoto, M. and Hazarika, H. (2007), "Undrained cyclic shear properties of tire chip-sand mixtures", Proceedings of the International Workshop on Scrap Tire Derived Geomaterials-Opportunities and Challenges, Yokosuka, Japan, March.
  25. Jafari, M.K. and Shafiee, A. (2004), "Mechanical behavior of compacted composite clays", Can. Geotech. J., 41(6), 1152-1167. https://doi.org/10.1139/t04-062.
  26. Koseki, J., Munaf, Y., Tatsuoka, F., Tateyama, M., Kojima, K. and Sato, T. (1998). "Shaking and tilt table tests of geosynthetic-reinforced soil and conventional-type retaining walls", Geosynth. Int., 5(1-2), 73-96. https://doi.org/10.1680/gein.5.0115.
  27. Liu, L., Cai, G., Zhang, J., Liu, X. and Liu, K. (2020), "Evaluation of engineering properties and environmental effect of recycled waste tire-sand/soil in geotechnical engineering: A compressive review", Renew. Sust. Energy Rev., 126, 109831. https://doi.org/10.1016/j.rser.2020.109831.
  28. Melik, B., Habib, T. and Mohamed, R. (2019), "Influence of waste tire rubber fibers on swelling behavior, unconfined compressive strength and ductility of cement stabilized bentonite clay soil", Constr. Build. Mater., 208, 304-313. https://doi.org/10.1016/j.conbuildmat.2019.03.011.
  29. Mittal, R.K. and Gill, G. (2018), "Sustainable application of waste tire chips and geogrid for improving load carrying capacity of granular soils", J. Clean. Prod., 200, 542-551. https://doi.org/10.1016/j.jclepro.2018.07.287
  30. Mohammadinia, A., Disfani, M.M., Narsilio, G.A. and Aye, L. (2018), "Mechanical behaviour and load bearing mechanism of high porosity permeable pavements utilizing recycled tire aggregates", Constr. Build. Mater., 168, 794-804. https://doi.org/10.1016/j.conbuildmat.2018.02.179.
  31. Naval, S., Kumar, A. and Bansal, S.K. (2013), "Triaxial tests on waste tire rubber fiber mixed granular soil", Elect. J. Geotech. Eng., 18, 1623-1641.
  32. Ni, P., Yi, Y. and Liu, S. (2020), "Bearing capacity of composite ground with soil-cement columns under earth fills: Physical and numerical modeling", Soils Found., 59(6), 2206-2219. https://doi.org/10.1016/j.sandf.2019.12.004.
  33. Rao, G.V. and Dutta, R.K. (2006), "Compressibility and strength behaviour of sand-tyre chip mixtures", Geotech. Geol. Eng., 711-724. https://doi.org/10.1007/s10706-004-4006-x.
  34. Rashid, A.S.A., Black, J.A., Kueh, A.B.H. and Noor, N.M. (2015), "Behaviour of weak soils reinforced with soil cement columns formed by the deep mixing method: Rigid and flexible footings", Measurement, 68, 262-279. https://doi.org/10.1016/j.measurement.2015.02.039.
  35. Shariatmadari, N., Zeinali, S.M., Mirzaeifar, H. and Keramati, M. (2018), "Evaluating the effect of using shredded waste tire in the stone columns as an improvement technique", Constr. Build. Mater., 176, 700-709. https://doi.org/10.1016/j.conbuildmat.2018.05.090.
  36. Singh, B. and Vinot, V. (2011), "Influence of waste tire chips on strength characteristics of soils", J. Civ. Eng. Architect., 5(9).
  37. Tafreshi, S. and Norouzi, A.H. (2012), "Bearing capacity of a square model footing on sand reinforced with shredded tire-An experimental investigation", Constr. Build. Mater., 35, 547-556. https://doi.org/10.1016/j.conbuildmat.2012.04.092.
  38. Terzi, N.U., Erenson, C. and Selcuk, M.E. (2015), "Geotechnical properties of tire-sand mixtures as backfill material for buried pipe installations", Geomech. Eng., 9(4), 447-464. http://doi.org/10.12989/gae.2015.9.4.000.
  39. Tiwari, S.K., Sharma, J.P. and Yadav, J.S. (2017), "Geotechnical properties of dune sand-waste tires composite", Mater. Today Proc., 4(9), 9851-9855. https://doi.org/10.1016/j.matpr.2017.06.280.
  40. Watanabe, K., Munaf, Y., Koseki, J., Tateyama, M. and Kojima, K. (2003), "Behavior of several types of model retaining walls subjected to irregular excitation", Soils Found., 43(5), 13-27. https://doi.org/10.3208/sandf.43.5_13.
  41. Yadav, J.S. and Tiwari, S.K. (2017), "Effect of waste rubber fibres on the geotechnical properties of clay stabilized with cement", Appl. Clay Sci., 149, 97-110. https://doi.org/10.1016/j.clay.2017.07.037.
  42. Yasuhara, K. (2007), "Recent Japanese experiences on scrapped tires for geotechnical applications", Proceedings of the International Workshop on Scrap Tire Derived Geomaterials-Opportunities and Challenges, Yokosuka, Japan, March.
  43. Yoon, Y., Heo, S. and Kim, K. (2008), "Geotechnical performance of waste tires for soil reinforcement from chamber tests", Geotext. Geomembr., 26(8), 100-107. https://doi.org/10.1016/j.geotexmem.2006.10.004.
  44. Youwai, S. and Bergado, D.T. (2004), "Numerical analysis of reinforced wall using rubber tire chips-sand mixtures as backfill material", Comput. Geotech., 31, 103-114. https://doi.org/10.1016/j.compgeo.2004.01.008.

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