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Original Articles

The behaviour of a recycled road base aggregate and quartz sand with bender/extender element tests under variable stress states

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Pages 152-169 | Received 11 Mar 2017, Accepted 05 Sep 2018, Published online: 24 Nov 2018

References

  • Aqil, U., Tatsuoka, F., Uchimura, T., Lohani, T.N., Tomita Y., Matsushima, K. (2005). Strength and deformation characteristics of recycled concrete aggregate as a backfill material. Soils and Foundations, 45(5), 53–72.
  • Australian Government. (2006). Productivity commission-waste management: Productivity commission draft report: productivity commission. Canberra: Australian Government.
  • Cho, G.-C., Dodds, J., & Santamarina, J. C. (2006). Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering, 132(5), 591–602.
  • Ezaoui, A., & Di Benedetto, H. (2009). Experimental measurements of the global anisotropic elastic behavior of dry Hostun sand during triaxial tests, and the effect of sample preparation. Géotechnique, 59(7), 621–635.
  • Gu, X., Hu, J. & Huang, M. (2017). Anisotropy of elasticity and fabric of granular soils. Granular Matter, 19(2), 33.
  • Gu, X., & Yang, J. (2013). A discrete element analysis of elastic properties of granular materials. Granular Matter, 15(2), 139–147.
  • Gu, X., Yang, J., Huang, M., Gao, G. (2015). Bender element tests in dry and saturated sand: Signal interpretation and result comparison. Soils and Foundations, 55(5), 951–962.
  • Hansen, T. C. (2004). Recycling of demolished concrete and masonry. London and New York: CRC Press.
  • He, H., & Senetakis, K. (2016a). The effect of grain size on G max of a demolished structural concrete: A study through energy dispersive spectroscopy analysis and dynamic element testing. Soil Dynamics and Earthquake Engineering, 89, 208–218.
  • He, H., & Senetakis, K. (2016b). A study of wave velocities and poisson ratio of recycled concrete aggregate. Soils and Foundations, 56(4), 593–607.
  • He, H., Senetakis, K., & Coop, M.R. (2018). Stiffness of a recycled composite aggregate. Soil Dynamics and Earthquake Engineering, 110, 185–194.
  • Jamiolkowski, M., Leroueil, S., & Lo Priesti, D. (1991). Design parameters from theory to practice. In: Proceedings of the international conference on geotechnical engineering for coastal development: Geo-coast. Yokohama, Japan: Coastal Development Institute of Technology.
  • Kokusho, T. (1980). Cyclic triaxial test of dynamic soil properties for wide strain range. Soils and Foundations, 20(2), 45–60.
  • Krumbein, W. C., & Sloss, L. L. (1963). Stratigraphy and sedimentation. (2nd ed.). San Francisco: W. H Freeman and Company.
  • Kumar, J., & Madhusudhan, B. N. (2010). Effect of relative density and confining pressure on Poisson ratio from bender and extender elements tests. Geotechnique, 60(7), 561–567.
  • Ledesma, E. F., Torres Gómez, A. I., López, M., Ayuso, J., & Jiménez, J. R. (2016). Effect of powdered mixed recycled aggregates on bedding mortar properties. European Journal of Environmental and Civil Engineering, 20(sup1), s1–s17.
  • Leong, E. C., Cahyadi, J., & Rahardjo, H. (2009). Measuring shear and compression wave velocities of soil using bender-extender elements. Canadian Geotechnical Journal, 46(7), 792–812.
  • Madhusudhan, B., & Senetakis, K. (2016). Evaluating use of resonant column in flexural mode for dynamic characterization of Bangalore sand. Soils and Foundations, 56(3), 574–580.
  • Menq, F.-Y. (2003). Dynamic Properties of Sandy and Gravelly Soils. PhD Thesis.
  • Payan, M., Khoshghalb, A., Senetakis, K., & Khalili, N. (2016a). Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression. Computers and Geotechnics, 72, 28–41.
  • Payan, M., Khoshghalb, A., Senetakis, K., & Khalili, N. (2016b). Small-strain stiffness of sand subjected to stress anisotropy. Soil Dynamics and Earthquake Engineering, 88, 143–151.
  • Payan, M., Senetakis, K., Khoshghalb, A., & Khalili, N. (2017). Effect of gradation and particle shape on small-strain Young's ’s Modulus and Poisson’s Ratio of Sands. International Journal of Geomechanics, 17(5), 04016120, doi:10.1061/(ASCE)GM.1943-5622.0000811.
  • Poon, C.-S., & Chan, D. (2007). The use of recycled aggregate in concrete in Hong Kong. Resources, Conservation and Recycling, 50(3), 293–305.
  • Roque, A. J., Correia, A. G., Fortunato, E., & Ferreira, S. R. (2012). Case study to promote the use of industrial byproducts: The relevance of performance tests. Journal of ASTM International, 9(2), 1–18.
  • Sagoe-Crentsil, K. K., Brown, T., Mak, S. L., & Taylor, A. (1996). Engineering properties and performance of concrete made with recycled construction aggregates. In National symposium on the use of recycled materials in engineering construction: 1996; Programme & proceedings. Australia: Institution of Engineers.
  • Senetakis, K., Anastasiadis, A., & Pitilakis, K. (2012). The small-strain shear modulus and damping ratio of quartz and volcanic sands. Geotechnical Testing Journal, 35(6), 964–980.
  • Senetakis, K., Anastasiadis, A., Pitilakis, K., & Coop, M. R. (2013). The dynamics of a pumice granular soil in dry state under isotropic resonant column testing. Soil Dynamics and Earthquake Engineering, 45, 70–79.
  • Senetakis, K., Li, M., He, H., & Ranjith P.G. (2017). Experimental investigation of primary-wave velocities and constrained moduli of quartz sand subjected to extender element tests and stress anisotropy. Geomechanics and Geophysics for Geo-energy and Geo-Resources, 3(2), 211–219.
  • Soleimanbeigi, A., Benson, C. H., & Edil, T. B. (2011). Recycled asphalt shingles mixed with granular byproducts as structural fills. Journal of ASTM International, 9(1), 1–19.
  • Tatsuoka, F., Tomita, Y.-I., Iguchi, Y., & Hirakawa, D. (2013). Strength and stiffness of compacted crushed concrete aggregate. Soils and Foundations, 53(6), 835–852.
  • Toraldo, E., Mariani, E., & Crispino, M. (2016). Laboratory investigation into the effects of fibres and bituminous emulsion on cement-treated recycled materials for road pavements. European Journal of Environmental and Civil Engineering, 20(7), 725–736.
  • Warner, J., & Edil, T. (2012). An evaluation of reclaimed asphalt shingles for beneficial reuse in roadway construction. Journal of ASTM International 9(1), 1–16.
  • Wichtmann, T., & Triantafyllidis, T. (2010). On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands. Soil Dynamics and Earthquake Engineering, 30(8), 757–766.

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