Laboratory-scale model studies on bearing characteristics of junked tires encased slags pile composite foundation

References

• CABP. (2013). Industry standard of the People Republic of China: Technical code for ground treatment of buildings (JGJ 79-2012). China Architecture and Building Press.
   Google Scholar
• Gong, X. N. (2007). Generalized composite foundation theory and engineering application (in Chinese). Chinese Journal of Geotechnical Engineering, 29, 1–13.
   Google Scholar
• Guo, Y. L., Zhao, M. H., Fu, G. H., Li, Y. S., & Yu, P. F. (2017). Bearing capacity of the new composite foundation with discrete material-concrete compound piles. Geotechnical and Geological Engineering, 35(4), 1439–1451. https://doi.org/10.1007/s10706-017-0186-z
   Web of Science ®Google Scholar
• Han, J. (2015). Principles and practice of ground improvement. John Wiley & Sons.
   Google Scholar
• Hardeo, P. (2005). Behaviour of concrete-filled glass fiber reinforced composite model piles under lateral loads. Australian Geomechanics, 40, 81–84.
   Google Scholar
• Hoan, H. M., & Chan, C. M. (2010). The potential of using rubberchips as a soft clay stabilizer enhancing agent. Modern Applied Science, 4, 122–131.
   Google Scholar
• Hosseinpour, I., Almeida, M. S. S., Riccio, M., & Baroni, M. (2017). Strength and compressibility characteristics of a soft clay subjected to ground treatment. Geotechnical and Geological Engineering, 35(3), 1051–1066. https://doi.org/10.1007/s10706-017-0161-8
   Web of Science ®Google Scholar
• Impe, V. W. F. (1989). Soil improvement techniques and their evolution. A. A. Balkema.
   Google Scholar
• Kim, G. E., Park, K. H., & Kim, D. H. (2018). Analysis of Behavior on GCP composite ground considering loading and foundation conditions. Journal of the Korean Geosynthetic Society, 17, 127–137.
   Web of Science ®Google Scholar
• Kisku, N., Joshi, H., Ansari, M., Panda, S. K., Nayak, S., & Dutta, S. C. (2017). A critical review and assessment for usage of recycled aggregate as sustainable construction material. Construction and Building Materials, 131, 721–740. https://doi.org/10.1016/j.conbuildmat.2016.11.029
   Web of Science ®Google Scholar
• Lei, J. B., Liu, F. Q., Li, M. L., & Xiang, D. D. (2005). Research and analysis of mechanical behaviors of single pile with cap (in Chinese). Journal of Nanchang Institute of Aeronautical Technology (Natural Science), 20, 32–36.
   Google Scholar
• Ma, Q., Deng, Q., Xiao, H. L., & Mou, J. (2018). A double direction reinforced composite foundation by junked tires encased slags and its construction method (in Chinese). CN 201810415180.8.
   Google Scholar
• Marzouk, M., & Azab, S. (2014). Environmental and economic impact assessment of construction and demolition waste disposal using system dynamics. Resources Conservation & Recycling, 82, 41–49. https://doi.org/10.1016/j.resconrec.2013.10.015
   Web of Science ®Google Scholar
• Mello, L. G. D., Mondolfo, M., & Montez, F. (2008). FIRST USE OF GEOSYNTHETIC ENCASED SAND COLUMNS IN SOUTHAMERICA. Proceedings of 1st Pan-American Geosynthetics Conference, 1332–1341. 
   Google Scholar
• Miao, L. C., Wang, F., & Lv, W. H. (2018). A simplified calculation method for stress concentration ratio of composite foundation with rigid piles. KSCE Journal of Civil Engineering, 22(9), 3263–3270. https://doi.org/10.1007/s12205-018-1558-5
   Web of Science ®Google Scholar
• Murugesan, S., & Rajagopal, K. (2007). Model tests on geosynthetic-encased stone columns. Geosynthetics International, 14(6), 346–354. https://doi.org/10.1680/gein.2007.14.6.346
   Web of Science ®Google Scholar
• Murugesan, S., & Rajagopal, K. (2010). Studies on the behavior of single and group of geosynthetic encased stone columns. Journal of Geotechnical and Geoenvironmental Engineering, 136(1), 129–139. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000187
   Web of Science ®Google Scholar
• Ouyang, F., Zhang, J. J., Fu, X., Han, J. W., Yan, K. M., & Du, L. (2016). Experimental analysis of bearing behavior of geosynthetic encased stone columns (in Chinese). Rock and Soil Mechanics, 37, 1929–1936.
   Web of Science ®Google Scholar
• Qiao, J. S. (2017). Model test and numerical simulation of composite foundation and variable stiffness composite foundation (in Chinese). Rock and Soil Mechanics, 38(S1), 417.
   Google Scholar
• Rajagopal, K., Krishnaswamy, N. R., & Latha, G. M. (1999). Behaviour of sand confined with single and multiple geocells. Geotextiles and Geomembranes, 17(3), 171–184. https://doi.org/10.1016/S0266-1144(98)00034-X
   Google Scholar
• Shakya, P. R., Shrestha, P., Tamrakar, C. S., & Bhattarai, P. K. (2008). Studies on potential emission of hazardous gases due to uncontrolled open-air burning of waste vehicle tyres and their possible impacts on the environment. Atmospheric Environment, 42(26), 6555–6559. https://doi.org/10.1016/j.atmosenv.2008.04.013
   Web of Science ®Google Scholar
• Sushovan, D., & Mandal, J. N. (2017). Model studies on encased fly ash column-geocell composite systems in soft clay. Journal of Hazardous, Toxic, and Radioactive Waste, 21(3), 04017001. https://doi.org/10.1061/(ASCE)HZ.2153-5515.0000353
   Web of Science ®Google Scholar
• Wang, S. Y., & Guan, J. H. (1990). Consolidation of slipped foundation by densified sandbag drains and stone-filling piles (in Chinese). Port and Waterway Engineering, 9, 40–44.
   Google Scholar
• Wu, C. S., & Hong, Y. S. (2009). Laboratory tests on geosynthetic-encapsulated sand columns. Geotextiles and Geomembranes, 27(2), 107–120. https://doi.org/10.1016/j.geotexmem.2008.09.003
   Web of Science ®Google Scholar
• Yang, P., Hu, H. S., & Xu, J. F. (2012). Settlement characteristics of pile composite foundation under staged loading. Procedia Environmental Sciences, 12, 1055–1062. https://doi.org/10.1016/j.proenv.2012.01.387
   Google Scholar
• Yang, W. F., Xia, X. H., Wang, Y., & Li, M. (2010). The numerical simulation of gravel pile composite foundation and inspection test [Paper presentation]. International Conference on Information Management, IEEE.
   Google Scholar
• Zhao, M. H., Long, J., Zhang, L., Ma, B. F., & He, L. P. (2013). Comparative analysis of model tests on different types of composite foundations (in Chinese). Chinese Journal of Geotechnical Engineering, 35, 611–618.
   Google Scholar
• Zheng, J. J., Abusharar, S. W., & Wang, X. Z. (2008). Three-dimensional nonlinear finite element modeling of composite foundation formed by CFG-lime piles. Computers and Geotechnics, 35(4), 637–643. https://doi.org/10.1016/j.compgeo.2007.10.002
   Web of Science ®Google Scholar