Behavior of Steel Furnace Slag, Coal Wash, and Rubber Crumb Mixtures with Special Relevance to Stress–Dilatancy Relation
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 11
Abstract
The influence of rubber crumbs on the dilatancy behavior and critical state of steel furnace slag (SFS), coal wash (CW), and rubber crumbs (RC) mixtures was investigated via a series of monotonic drained triaxial tests. These tests revealed that RC contents (, %) have a significant influence on the dilatancy behavior and critical state of the aforementioned waste mixtures; in fact, as more is added, dilatancy and the slope of the critical state line in space decreases. Within the framework of critical state soil mechanics, a dilatancy model for mixtures was proposed and validated using experimental data. This model also captured the energy-absorbing property of RC using an empirical relationship between the total work input and the critical stress ratio .
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Acknowledgments
he first author would like to acknowledge the financial assistance provided by the China Scholarship Council. The assistance provided by industry (Australia Steel Milling Services and South 32) in relation to the procurement of material used in this study is gratefully acknowledged. Assistance in the laboratory from Mr. Richard Berndt and occasional technical feedback from Associate Professor Cholachat Rujikiatkamjorn and Dr. Ana Heitor are also appreciated. The support from the Australian Research Council Discovery Project (ARC-DP) and ARC Industry Transformation Training Centre for Advanced Technologies in Rail Track Infrastructure (ITTC-Rail) is gratefully appreciated.
References
ASTM. 2011. Standard method for consolidated drained triaxial compression test for soils. ASTM D7181. West Conshohocken, PA: ASTM.
Been, K., and M. G. Jefferies. 1985. “A state parameter for sands.” Géotechnique 35 (2): 99–112. https://doi.org/10.1680/geot.1985.35.2.99.
Carrera, A., M. Coop, and R. Lancellotta. 2011. “Influence of grading on the mechanical behaviour of Stava tailings.” Géotechnique 61 (11): 935–946. https://doi.org/10.1680/geot.9.P.009.
Chavez, C., and E. E. Alonso. 2003. “A constitutive model for crushed granular aggregates which includes suction effects.” Soils Found. 43 (4): 215–227. https://doi.org/10.3208/sandf.43.4_215.
Chiaro, G., B. Indraratna, S. M. A. Tasalloti, and C. Rujikiatkamjorn. 2013. “Optimisation of coal wash-slag blend as a structural fill.” Ground Improv. 168 (GI1): 33–44. https://doi.org/10.1680/grim.13.00050.
Feng, Z.-Y., and K. G. Sutter. 2000. “Dynamic properties of granulated rubber/sand mixtures.” Geotech. Test. J. 23 (3): 338–344. https://doi.org/10.1520/GTJ11055J.
Fu, R., M. R. Coop, and X. Q. Li. 2017. “Influence of particle type on the mechanics of sand–rubber mixtures.” J. Geotech. Geoenviron. Eng. 143 (9): 04017059. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001680.
Indraratna, B., Y. Qi, and A. Heitor. 2017. “Evaluating the properties of mixtures of steel furnace slag, coal wash, and rubber crumbs used as subballast.” J. Mater. Civ. Eng. 30 (1): 04017251. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002108.
Indraratna, B., Q. D. Sun, and S. Nimbalkar. 2015. “Observed and predicted behavior of rail ballast under monotonic loading capturing particle breakage.” Can. Geotech. J. 51 (1): 73–86. https://doi.org/10.1139/cgj-2013-0361.
Li, X. S., and Y. F. Dafalias. 2000. “Dilatancy for cohesionless soils.” Géotechnique 50 (4): 449–460. https://doi.org/10.1680/geot.2000.50.4.449.
Mashiri, M. S., J. S. Vinod, M. N. Sheikh, and J. A. H. Carraro. 2017. “Shear modulus of sand–tyre chip mixtures.” Environ. Geotech. https://doi.org/10.1680/jenge.16.00016.
Mashiri, M. S., J. S. Vinod, M. N. Sheikh, and H.-H. Tsang. 2015. “Shear strength and dilatancy behavior of sand–tyre chip mixtures.” Soils Found. 55 (3): 517–528. https://doi.org/10.1016/j.sandf.2015.04.004.
Modoni, G., J. Koseki, and L. Q. Anh Dan. 2011. “Cyclic stress–strain response of compacted gravel.” Géotechnique 61 (6): 473–485. https://doi.org/10.1680/geot.7.00150.
Nova, R., and D. M. Wood. 1979. “A constitutive model for sand in triaxial compression.” Int. J. Numer. Anal. Methods Geomech. 3 (3): 255–278. https://doi.org/10.1002/nag.1610030305.
Rowe, P. W. 1962. “The stress-dilatancy relation for static equilibrium of an assembly of particles in contact.” Proc. R. Soc. Ser. A 269 (1339): 500–527. https://doi.org/10.1098/rspa.1962.0193.
Salvatore, I., M. Giuseppe, C. Gabriele, and S. Erminio. 2015. “Predictive correlations for the compaction of clean sands.” Transp. Geotech. 4: 38–49. https://doi.org/10.1016/j.trgeo.2015.06.004.
Sheikh, M. N., M. S. Mashiri, J. S. Vinod, and H.-H. Tsang. 2013. “Shear and compressibility behavior of sand–tire crumb mixtures.” J. Mater. Civ. Eng. 25 (10): 1366–1374. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000696.
Tasalloti, S. M. A., B. Indraratna, C. Rujikiatkamjorn, A. Heitor, and G. Chiaro. 2015. “A laboratory study on the shear behavior of mixtures of coal wash and steel furnace flag as potential structural fill.” Geotech. Test. J. 38 (4): 361–372. https://doi.org/10.1520/GTJ20140047.
Taylor, D. W. 1948. Fundamentals of soil mechanics. New York: Wiley.
Wan, R. G., and P. J. Guo. 1998. “A simple constitutive model for granular soils: Modified stress–dilatancy approach.” Comput. Geotech. 22 (2): 109–133. https://doi.org/10.1016/S0266-352X(98)00004-4.
Wang, Z.-L., Y. F. Dafalias, and C.-K. Shen. 1990. “Bounding surface hypoplasticity model for sand.” J. Eng. Mech. 116 (5): 983–1001. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:5(983).
Wood, D. M., and K. Belkheir. 1994. “Strain softening and state parameter for sand modelling.” Géotechnique 44 (2): 335–339. https://doi.org/10.1680/geot.1994.44.2.335.
Youwai, S., and D. T. Bergado. 2003. “Strength and deformation characteristics of shredded rubber tire–sand mixtures.” Can. Geotech. J. 40 (2): 254–264. https://doi.org/10.1139/t02-104.
Zornberg, J. G., A. R. Cabral, and C. Viratjandr. 2004. “Behaviour of tire shred–sand mixtures.” Can. Geotech. J. 41 (2): 227–241. https://doi.org/10.1139/t03-086.
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©2018 American Society of Civil Engineers.
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Received: Aug 31, 2017
Accepted: Apr 11, 2018
Published online: Aug 3, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 3, 2019
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