Experimental study on earth pressure reduction of waste tyre bales used as a backfill for rigid retaining structures
By: Aleksander Duda and Tomasz Siwowski
References
- Ahn, I-S., Cheng, L., Fox, P., Wright, J., Patenaude, S., Fujii, B. (2015). Material Properties of Large-Size Tire Derived Aggregate for Civil Engineering Applications. Journal of Materials in Civil Engineering, Volume 27 Issue 9,
https://doi.org/10.1061/(ASCE)MT.1943-5533.0001225 - Banasiak, L.J., Chiaro, G., Palermo, A., Granello, G. (2021). Environmental implications of the recycling of end-of-life tires in seismic-isolation foundation systems. Advances in Sustainable Construction and Resource Management, Lecture Notes in Civil Engineering, 144, 43–52,
https://doi.org/10.1007/978-981-16-0077-7_5 - Bernal, A., Lovell, C. W., Salgado, R. (1996). Laboratory Study on the Use of Tire Shreds and Rubber-Sand in Backfilled and Reinforced Soil Applications. Publication FHWA/IN/JHRP-96/12. In Joint Highway Research Project, Indiana Department of Transportation and Purdue University.
- Bo, M. W., Yarde, A. (2006). Use of waste tyre bales to construct a flood embankment. Proceedings of the Institution of Civil Engineers - Waste and Resource Management, 159(2).
https://doi.org/10.1680/warm.2006.159.2.57 - Duda, A., Siwowski, T. (2020a). Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study. Transportation Geotechnics, 24.
https://doi.org/10.1016/j.trgeo.2020.100366 - Duda, A., Siwowski, T. (2020b). Experimental Investigation and First Application of Lightweight Abutment Backfill Made of Used Tyre Bales. In Lecture Notes in Civil Engineering (Vol. 47).
https://doi.org/10.1007/978-3-030-27011-7_9 - Duda, A., Kida, M., Ziembowicz, S., Koszelnik, P. (2020). Application of material from used car tyres in geotechnics—an environmental impact analysis. PeerJ 8:e9546
https://doi.org/10.7717/peerj.9546 - Esmaeili, M., Zakeri, J. A., Ebrahimi, H., & Khadem Sameni, M. (2016). Experimental study on dynamic properties of railway ballast mixed with tire derived aggregate by modal shaker test. Advances in Mechanical Engineering, Vol. 8(5), 1–13,
https://doi.org/10.1177/1687814016640245 - Freilich, B., Zornberg, J. (2009). Mechanical Properties of Tire Bales for Highway Applications. Report No. FHWA/TX-10/0-5517-1. Center for Transportation Research. The University of Texas at Austin.
- Gualtieri, M., Andrioletti, M., Vismara, C., Milani, M., Camatini, M. (2005). Toxicity of tire debris leachates. Environment International 31(5), 723–730,
https://doi.org/10.1016/j.envint.2005.02.001 - Hennebert, P., Lambert, S., Fouillen, F., Charrasse, B. (2014). Assessing the environmental impact of shredded tires as embankment fill material. Canadian Geotechnical Journal, 51(5), 469–478,
- Humphrey, D. N., Blumenthal, M. (2010). The Use of Tire-Derived Aggregate in Road Construction Applications. Green Streets and Highways Conference 2010, November 14–17, 2010, Denver, Colorado, United States,
https://doi.org/10.1061/41148(389)25 - Humphrey, D. N., Manion, W. P. (1992). Properties of tire chips for lightweight fill. Geotechnical Special Publication, 2(30), 1344–1355.
- LaRocque, C. J. (2005). Mechanical Properties of Tire Bales. Department of Civil, Architectural and Environmental Engineering, The University of Texas at Austin.
- Liu, L., Cai, G., Zhang, J., Liu, X., Liu, K. (2020). Evaluation of engineering properties and environmental effect of recycled waste tire-sand/soil in geotechnical engineering: a compressive review. Renewable and Sustainable Energy Reviews 126:109831,
https://doi.org/10.1016/j.rser.2020.109831 - Meles, D., Bayat, A., Hussien Shafiee, M., Nassiri, S., & Gul, M. (2014). Investigation of tire derived aggregate as a fill material for highway embankment. International Journal of Geotechnical Engineering, 8(2), 182–190.
https://doi.org/10.1179/1939787913Y.0000000015 - Mills, B., McGinn, J. (2010). Design, Construction, and Performance of a Highway Embankment Failure Repaired with Tire-Derived Aggregate. Transportation Research Record, 2170(1), 90–99.
https://doi.org/10.3141/2170-11 - Mittal, R. K., Gill, G. (2018). Sustainable application of waste tire chips and geogrid for improving load carrying capacity of granular soils. Journal of Cleaner Production, 200, 542–551.
https://doi.org/https://doi.org/10.1016/j.jclepro.2018.07.287 - Ni, P., Qin, X., Yi, Y. (2018). Use of tire-derived aggregate for seismic mitigation of buried pipelines under strike-slip faults. Soil Dynamics and Earthquake Engineering, Volume 115, pp. 495–506,
https://doi.org/10.1016/j.soildyn.2018.09.018 - PAS (Publicly Available Specification). 2007. Specification for production of tyre bales for use in construction. PAS 108. London: PAS.
- PKN-CEN (Polish Committee for Standardization - European Committee for Standardization). 2009. Geotechnical investigation and testing. Laboratory testing of soil. Part 10: Direct shear tests. PKN-CEN ISO/TS 17892-10:2009. Warsaw: PKN-CEN.
- PN (Polish Standards). 1988. Building soils -- Tests of soil samples. PN-B-04481. Warsaw: PN.
- PN-EN (Polish Standards). 2008. Eurocode 7: Geotechnical design - Part 1: General rules. PN-EN 1997-1. Warsaw: PN-EN.
- Simm, J. D., Winter, M. G., Waite, S. (2008). Design and specification of tyre bales in construction. Proceedings of Institution of Civil Engineers: Waste and Resource Management, 161(2).
https://doi.org/10.1680/warm.2008.161.2.67 - Sol-Sánchez, M., Moreno-Navarro, F., Tauste-Martínez, R., Saiz, L., Rubio-Gámez, M.C. (2020). Recycling Tire-Derived Aggregate as elastic particles under railway sleepers: Impact on track lateral resistance and durability. Journal of Cleaner Production, Volume 277, 20,
https://doi.org/10.1016/j.jclepro.2020.123322 - Winter, M. G., J. M. Reid, P. I. J. Griffiths. (2005). Tyre Bales in Construction: Case Studies. TRL Ltd, Crowthorne, 2005, Report PPR 045.
- Winter, M. G., Williammee, R., Prikryl, W. (2009). Application of tyre bales to slope failure repair. Proceedings of the Institution of Civil Engineers: Engineering Sustainability, 162(3).
- Xiao, M., Bowen, J., Graham, M., Larralde, J. (2012). Comparison of Seismic Responses of Geosynthetically Reinforced Walls with Tire-Derived Aggregates and Granular Backfills. Journal of Materials in Civil Engineering, Volume 24 Issue 11,
https://doi.org/10.1061/(ASCE)MT.1943-5533.0000514 - Zornberg, G. J., B. R. Christopher, C. J. LaRocque. (2004). Applications of Tire Bales in Transportation Projects. In Recycled Materials in Geotechnics (pp. 42–60).
https://doi.org/doi:10.1061/40756(149)3 https://doi.org/10.1680/ensu.2009.162.3.145 - Zornberg, J. G., Christopher, B. R., Oosterbaan, M. D. (2005). Tire bales in highway applications: feasibility and properties evaluation.
http://ftp.dot.state.tx.us/pub/txdot-info/gsd/pdf/tire_bales.pdf https://academic.microsoft.com/paper/2135272966 - Zornberg, J., LaRocque, C. J. (2006). Engineering Properties of Tire Bales for Soil Repairs and Embankment Construction. Department of Civil, Architectural and Environmental Engineering, The University of Texas at Austin.
Language: English
Page range: 411 - 424
Submitted on: Mar 30, 2021
Accepted on: Aug 31, 2021
Published on: Nov 1, 2021
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Related subjects:
© 2021 Aleksander Duda, Tomasz Siwowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.