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http://dx.doi.org/10.12989/gae.2022.30.6.517

The effects of half-section waste tire reinforcement on pipe deformation behavior  

Erenson, Can (Department of Civil Engineering, Aksaray University, Geotechnical Division)
Terzi, Niyazi Ugur (Department of Civil Engineering, Aksaray University, Geotechnical Division)
Publication Information
Geomechanics and Engineering / v.30, no.6, 2022 , pp. 517-524 More about this Journal
Abstract
Every year, millions of waste tires are discarded across the world. Storage of waste tires presents many problems such as fire threats, epidemics, and non-economic factors. Furthermore, the disintegration process of waste tires is not economical or practical due to its time-consuming, and disposal requirements. In this study, half-section waste tires (HSWTs) were integrated with high-density polyethylene (HDPE) pipes under different relative density conditions. The main aim of the study was to reduce the deformation values of embedded HDPE pipes in sandy soil and to evaluate the soil-pipe interaction. In comprehensive laboratory tests, half-section waste tires were integrated in two different ways: in the middle of the pipeline and along the pipeline. Accordingly, it was concluded that the effectiveness of waste tires reduces the deformation and bending moment values in the critical regions of pipes. As a result of reinforcement in the mid-point of the pipe defined as the most critical region, 52% and 36% less deformation was observed in the crown and springlines of the pipe, respectively. In addition, the bending moment values for the same critical section were determined to be 40% less in the crown and 28% less in the springline regions of the pipe.
Keywords
deformation behavior; HDPE pipe; reinforcement; silica sand; waste tire;
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1 American Association of State Highway and Transportation Officials (AASTHO) (1996), Standard Specification for Highway Bridges, 16th Edition American Association of State Highway and Transportation Officials, Washington DC, ABD.
2 American Foundry Society (AFS) (2015), Mold and Core Test Handbook, Fourth Edition, ISBN: 0-87433-228-1.
3 American Society for Testing and Materials (ASTM) (2016), Standard Test Methods for Minimum Index Density and unit Weight of Soils and Calculation of Relative Density, ASTM International, West Conshohocken, PA, ASTM D4254-16.
4 Meguid, M.A. and Youssef, T.A. (2018), "Experimental investigation of the earth pressure distribution on buried pipes backfilled with tire-derived aggregate", Transp. Geotech., 14, 117-125. https://doi.org/10.1016/j.trgeo.2017.11.007.   DOI
5 Mehrjardi, G.T., Tafreshi, S.M. and Dawson, A.R. (2012), "Combined use of geocell reinforcement and rubber-soil mixtures to improve performance of buried pipes", Geotext. Geomembr., 34, 116-130. https://doi.org/10.1016/j.geotexmem.2012.05.004.   DOI
6 Tognon, A.R., Rowe, R.K. and Brachman, R.W.I. (1999), "Evaluation of side wall friction for a buried pipe testing facility", Geotext. Geomembr., 17(4), 193-212. https://doi.org/10.1016/S0266-1144(99)00004-7.   DOI
7 Trentin, T.F., Moraes, J.C., Melges, J.L.P., Akasaki, J.L., Fugii, A.P., Tashima, M.M. and Camacho, J.S. (2016), "Use of tire rubber residue in reinforced concrete pipes", Key Eng. Mater., 668, 283-289. https://doi.org/10.4028/www.scientific.net/KEM.668.283.   DOI
8 Arefnia, A., Dehghanbanadaki, A., Kassim, K.A. and Ahmad, K. (2020), "Stabilization of backfill using TDA material under a footing close to retaining wall", Geomech. Eng., 22(3), 197-206. http://doi.org/10.12989/gae.2020.22.3.197.   DOI
9 Brachman, R.W.I. and LeBlanc, J.M. (2017), "Short-term lateral response of a buried modular polymer stormwater collection structure to compaction and overburden pressure", J. Geotech. Geoenviron. Eng., 143(9), 04017070. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001762.   DOI
10 Armaghani, D.J., Faizi, K., Hajihassani, M., Mohamad, E.T. and Nazir, R. (2015), "Effects of soil reinforcement on uplift resistance of buried pipeline", Measure., 64, 57-63. https://doi.org/10.1016/j.measurement.2014.12.042.   DOI
11 Brachman, R.W.I., Moore, I.D. and Rowe, R.K. (2000), "The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes", Can. Geotech. J., 37(2), 281-295. https://doi.org/10.1139/t99-104.   DOI
12 Cholewa, J.A., Brachman, R.W.I. and Moore, I.D. (2009), "Response of a polyvinyl chloride water pipe when transverse to an underlying pipe replaced by pipe bursting", Can. Geotech. J., 46(11), 1258-1266. https://doi.org/10.1139/T09-070.   DOI
13 Cui, X.Z., Jin, Q., Cui, S.Q., Wang, Y.L., Zhang, L. and Wang, Z.X. (2018), "Laboratory tests on the engineering properties of sensor-enabled geobelts (SEGB)", Geotext. Geomembran., 46(1), 66-76. https://doi.org/10.1016/j.geotexmem.2017.10.004.   DOI
14 Fattah, M.Y., Zbar, B.S. and Al-Kalali, H.H.M. (2016), "Three-dimensional finite element simulation of the buried pipe problem in geogrid reinforced soil", J. Eng., 22(5), 60-73.   DOI
15 Frangopol, D.M. and Liu, M. (2007), "Maintenance and management of civil infrastructure based on condition, safety, optimization, and life-cycle cost", Struct. Infrastr. Eng., 3(1), 29-41. https://doi.org/10.1080/15732470500253164.   DOI
16 Hegde, A. and Sitharam, T.G. (2015), "Experimental and numerical studies on protection of buried pipelines and underground utilities using geocells", Geotext. Geomembr., 43(5), 372-381. https://doi.org/10.1016/j.geotexmem.2015.04.010.   DOI
17 Hegde, A., Kadabinakatti, S. and Sitharam, T.G. (2014), "Protection of buried pipelines using a combination of geocell and geogrid reinforcement: experimental studies", Ground Improv. Geosynth., Geotech. Spec. Publ., 238, 289-298. https://doi.org/10.1061/9780784413401.029.   DOI
18 Cheng, H., Hu, Y. and Reinhard, M. (2014), "Environmental and health impacts of artificial turf: A review", Environ. Sci. Technol., 48(4), 2114-2129. https://doi.org/10.1021/es4044193.   DOI
19 American Society for Testing and Materials (ASTM) (2017), Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM Committee D-18 on Soil and Rock, ASTM International, West Conshohocken, PA, ASTM D2487-06.
20 American Society for Testing and Materials (ASTM) (2020), Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and other gravityflow Applications, ASTM International, West Conshohocken, PA, ASTM D2321.
21 Erenson, C. (2020), "An investigation of the behavior of buried flexible pipes in nonuniform backfill materials", Ph.D. Dissertation, Aksaray University, Graduate School of Natural and Applied Sciences, Aksaray, Turkey.
22 Heathcote, M. (2009), "Plastics pipe in water and waste water infrastructure", Plastics Industry Pipe Association of Australia Limited (PIPA).
23 Oikonomou, N. and Mavridou, S. (2009), "The use of waste tyre rubber in civil engineering works", Sustain. Constr. Mater., 9, 213-238. https://doi.org/10.1533/9781845695842.213.   DOI
24 Joshi, P., Brachman, R.W.I. and Rowe, R.K. (2017), "Hydraulic performance of GCL seams without field-applied supplemental bentonite below a geomembrane wrinkle", J. Geotech. Geoenviron. Eng., 143(9), 04017068. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001756.   DOI
25 Khalaj, O., Darabi, N.J., Tafreshi, S.M. and Masek, B. (2017). "Protection of buried pipe under repeated loading by geocell reinforcement", IOP Conf. Ser.: Earth Environ. Sci., 95(2), 022030.
26 Lee, Y.G., Kim, S.H., Park, J.S., Kang, J.W. and Yoon, S.J. (2014), "Full-scale field test for buried glass-fiber reinforced plastic pipe with large diameter", Compos. Struct., 120(2), 167-173. https://doi.org/10.1016/j.compstruct.2014.10.002.   DOI
27 Ni, P., Moore, I.D. and Take, W.A. (2018), "Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault", Geotechnique, 68(1), 1-17. https://doi.org/10.1680/jgeot.16.P.161.   DOI
28 Nirmala, R. and Rajkumar, R. (2016), "Finite element analysis of buried UPVC pipe", Ind. J. Sci. Technol., 9(5), 1-5. https://doi.org/10.17485/ijst/2016/v9i5/87225.   DOI
29 Plastics Europe (2019), "Plastics-the facts 2019: an analysis of European latest plastics production, demand and waste data", Plastics, Association of Plastics Manufacturers.
30 Rajendran, S., Arkadu, J.P., Dinakaran, S.V., Ganapathy, D. and Ramana Murthy, M.V. (2018), "Application of GFRP for unburied submarine pipeline in shallow water of coral islands", J. Pipeline Syst. Eng. Pract., 9(4), 04018023. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000343.   DOI
31 Teja, A.S. (2018), "Field investigation on structural performance of the buried UPVC pipes with and without geogrid reinforcement", AIP Conference Proceedings: International Conference on Engineering and Technology, IntCET2017, AIP Publishing, February.
32 Mahgoub, A. and El Naggar, H. (2019), "Using TDA as an engineered stress-reduction fill over preexisting buried pipes", J. Pipeline Syst. Eng. Pract., 10(1), 04018034. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000362.   DOI
33 Makris, K.F., Langeveld, J. and Clemens, F.H. (2020), "A review on the durability of PVC sewer pipes: Research vs. practice", Struct. Infrastr. Eng., 16(6), 880-897. https://doi.org/10.1080/15732479.2019.1673442.   DOI
34 Mane, A.S., Shete, S. and Bhuse, A. (2017), "Effect of geofoam inclusion on deformation behavior of buried pipelines in cohesive soils", International Congress and Exhibition, Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology, Cham, July, Egypt.
35 Rezaei, A., Kolahdouz, E.M., Dargush, G.F. and Weber, A.S. (2012), "Ground source heat pump pipe performance with tire derived aggregate", Int. J. Heat Mass Transf., 55(11-12), 2844-2853. https://doi.org/10.1016/j.ijheatmasstransfer.2012.02.004.   DOI
36 Tafreshi, S.M. and Norouzi, A.H. (2015), "Application of waste rubber to reduce the settlement of road embankment", Geomech. Eng., 9(2), 219-241. https://doi.org/10.12989/gae.2015.9.2.219.   DOI
37 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. https://doi.org/10.12989/gae.2015.9.4.447.   DOI
38 Brachman, R.W.I. (1999), "Mechanical performance of landfill leachate collection pipes", PhD Dissertation, The University of Western Ontario, Faculty of Graduate Studies, Canada.