Use of Rubber and Soil Mixture as a Base Isolation Technique for Developing Countries: A Review
DOI:
https://doi.org/10.17010/ijce/2019/v2i2/149072Keywords:
Geotechnical Property
, Rubber-Soil Mixture (RSM), Seismic Isolation, Structural Response, Waste Scrap Tires.Manuscript Received
, October 2, 2019, Revised, October 10, Accepted, October 12, 2019. Date of Publication, November 5, 2019.Abstract
Seismic Isolation technique has been in a developing phase for more than a century. For developing countries like Nepal, this technique ought to be viewed on the basis of its significance in terms of reducing Earthquake vibrations, while contiguously taking cost-effectiveness as an indispensable factor. To account for this, Rubber Soil Mixture (RSM) has been proposed as a suitable isolation mechanism. Furthermore, using rubber in this technique helps in significantly reducing the environmental effect caused by stockpiling of waste tire scraps. Addition of rubber on soil to form RSM mixture in the foundation layer shows that the mixture influences geotechnical properties of the soil, thereby, reducing the effect of ground excitation to the superstructure. Moreover, the structural responses in terms of base shear, base moment, inter-story drift, and acceleration gets reduced ensuring safety of the structure.Downloads
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M. Abbaspour, E. Aflaki, and F. M. Nejad, "Reuse of waste tire textile fibers as soil reinforcement," J. of Cleaner Prod., vol. 207, pp. 1059-1071. http://dx.doi.org/10.1016/j.jclepro.2018.09.253
A. M. Abdelhaleem, R. M. El-Sherbiny, and A. A. Al-Ashaal, "Evaluation of rubber/sand mixtures as replacement soils to mitigate earthquake induced ground motions," in Proc. of the 18th Int. Conf. on Soil Mechanics and Geotechnical Eng., Paris, 2013.
A. AbdelRazek, R. M. El-Sherbiny, and H. A. Lotfi, "Mechanical properties and time-dependent behaviour of sand-granulated rubber mixtures," Geomechanics and GeoEng., vol. 13, no. 4, 2018. http://dx.doi.org/10.1080/17486025.2018.1440013
G. Chiaro, A. Palermo, G. Granello, and L. Banasiak, "Direct shear behaviour of gravel-granulated tyre rubber mixtures," 2019.
R. Fu, M. R. Coop, and X. Q. Li, "Influence of particle type on the mechanics of sand–rubber mixtures," J. of Geotechnical and Geoenvironmental Eng., vol. 143, no. 9, 2017. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001680
L. Gong, L. Nie, Y. Xu, H. Wang, T. Zhang, C. Du, and Y. Wang, "Discrete element modelling of the mechanical behavior of a sand-rubber mixture containing large rubber particles," Construction and Building Materials, vol. 205, pp. 574-585, 2019. Retrieved from http://dx.doi.org/10.1016/j.conbuildmat.2019.01.214
E. Hauksson, and S. Gross, "Source parameters of the 1933 long beach earthquake," Bulletin of the Seismological Soc. of America, vol. 81, no. 8, pp. 81-98, 1991.
H. Hazarika, J. Otani, and Y. Kikuchi, "Evaluation of tyre products as ground improving geomaterials," in Proc. of the Institution of Civil Engineers - Ground Improvement, vol. 165, no. 4, pp. 267-282, 2012. http://dx.doi.org/10.1680/grim.11.00013
M. Jastrzębska, "Strength characteristics of clay-rubber waste mixtures in UU Triaxial Tests," Geosciences, vol. 9, no. 8, 2019. http://dx.doi.org/10.3390/geosciences9080352
H. K. Kim, and J. Santamarina, "Sand–rubber mixtures (large rubber chips)," Canadian Geotechnical J., vol. 45, pp. 1457-1466, 2008. http://dx.doi.org/10.1139/T08-070
C. Lee, Q. H., Truong, W. Lee, and J.-S. Lee. (2010, April), "Characteristics of rubber-sand particle mixtures," J. of Materials in Civil Eng., vol. 22, no. 4. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000027
H. S. Liu, J. L. Mead, and R. G. Stacer, "Environmental effects of recycled rubber in lightfill appl.," Rubber Chemistry and Technol., vol. 73, no. 3, pp. 551-564, 2000. http://dx.doi.org/10.5254/1.3547605
B. R. Madhusudhan, A. Boominathan, and S. Banerjee, "Static and large-strain dynamic properties of sand–rubber tire shred mixture," J. of Materials in Civil Eng., vol. 29, no. 10, 2017. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0002016
M. S. Mashiria, J. S. Vinoda, M. N. Sheikh, and H.-H. Tsang, "Shear strength and dilatancy behaviour of sand–tyre chip mixtures," Soils and Foundations, vol. 55., no. 3, pp. 517-528, 2015. Retrieved from http://dx.doi.org/10.1016/j.sandf.2015.04.004
E. Mavronicola, P. Komodromos, and D. Charmpis, "Numerical investigation of potential usage of rubber-soil mixtures as a distributed seismic isolation approach," in Proc. of the Tenth Int. Conf. on Computational Structures Technol., Stirlingshire, Scotland, 2010. Civil-Comp Press, http://dx.doi.org/10.4203/ccp.93.168
R. P. Nanda, S. Dutta, H. A. Khan, and S. Majumder, "Seismic protection of buildings by rubbersoil mixture as foundation isolation," Int. J. of Geotechnical Earthquake Eng., vol. 9, no. 1, 2018. http://dx.doi.org/10.4018/IJGEE.2018010106
G. Nikitas, S. Bhattacharya, M. Hyodo, A. Konja, and S. Mitoulis, "Use of rubber for improving the performance of domestic buildings against seismic liquefaction," in Proc. of the 9th Int. Conf. on Structural Dynamics, Porto, Portugal, June 30-July 2, 2014.
G. A. Pistolas, A. Anastasiadis, and K. Pitilakis, "Dynamic behaviour of granular soil materials mixed with granulated rubber: Effect of rubber content and granularity on the small-strain shear modulus and damping ratio," Geotechnical and Geological Eng., vol. 36, no. 2, pp. 1267-1281, 2017. http://dx.doi.org/10.1007/s10706-017-0391-9
G. A. Pistolas, A. Anastasiadis, and K. Pitilakis, "Dynamic behaviour of granular soil materials mixed with granulated rubber: Influence of rubber content and mean grain size ratio on shear modulus and damping ratio for a wide strain range," Innovative Infrastructure Solutions, vol. 3, no. 47, 2018. http://dx.doi.org/10.1007/s41062-018-0156-1
K. Pitilakis, S. Karapetrou, and K. Tsagdi, "Numerical investigation of the seismic response of RC buildings on soil replaced with rubber-sand mixtures," Soil Dynamics and Earthquake Eng., vol. 79, Part A, 237-252, 2015. Retrieved from http://dx.doi.org/10.1016/j.soildyn.2015.09.018
P. Promputthangkoon, and A. Hyde, "Compressibility and liquefaction potential of rubber composite soils," in Proc.of the Int. Workshop on Scrap Tire Derived Geometricals – Opportunities and Challenges, pp. 161-170, Yokosuka, Jpn., 2007.
H. Sellaf, H. Trouzine, M. Hamhami, and A. Asroun, "Geotechnical properties of rubber tires and sediments mixtures," Eng., Technol. & Appl. Sci. Res., vol. 4, no. 2, 618-624, 2014. [Online]. Available: https://www.etasr.com/index.php/ETASR/article/view/424/245
M. F. Tafti and M. Z. Emadi, "Impact of using recycled tire fibers on the Mech. properties of clayey and sandy soils," Electron. J. Geotech. Eng., 21, pp. 7113 –7225, 2016.
M. D. Trifunac, and M. I. Todorovska, "Nonlinear soil response as a natural passive isolation mechanism – the 1994 Northridge, California earthquake," Soil Dynamics and Earthquake Eng., vol. 17, no. 1, pp. 41-51, 1998. http://dx.doi.org/10.1016/S0267-7261(97)00028-6
H. H. Tsang, M. N. Sheikh, and N. T. K. Lam, "Rubber-soil cushion for earthquake protection," In N. Lam (Ed.), Australian Earthquake Eng. Soc. Conf., pp. 1-8, Australia, 2007. [Online]. Available: http://ro.uow.edu.au/cgi/viewcontent.cgi?article=2435&context=engpapers
H.-H. Tsanga, and Pitilakis, "Mechanism of geotechnical seismic isolation system: Analytical modeling," Soil Dynamics and Earthquake Eng., pp. 171-184, 2019. Retrieved from http://dx.doi.org/10.1016/j.soildyn.2019.03.037
A. Tsiavos, N. A. Alexander, A. Diambra, E. Ibraim, P. J. Vardanega, A. Gonzalez-Buelga, and A. Sextos, "A sand-rubber deformable granular layer as a low-cost seismic isolation strategy in developing countries: Experimental investigation," Soil Dynamics and Earthquake Eng., 2019. Retrieved from https://dx.doi.org/10.1016/j.soildyn.2019.105731
J. S. Vinod, M. N. Sheikh, and S. Mashiri, "Cyclic behaviour of scrap-tyre soil mixtures," In Latha G. M., Eds, Frontiers in Geo-technical Eng., pp. 303-311, 2019. https://dx.doi.org/10.1007/978-981-13-5871-5_14
J. S. Yadav, S. Hussain, S. K. Tiwari, and A. Garg, "Assessment of the load–deformation behaviour of rubber fibre–reinforced cemented clayey soil," Transportation Infrastructure GeoTechnol., vol. 6, no. 2, pp. 105-136, 2019. Retrieved from https://dx.doi.org/10.1007/s40515-019-00073-y