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Prediction Model of Minimum Void Ratio for Various Sizes/Shapes of Sandy Binary Mixture

  1. Yang J. (2002), "Non-uniqueness of flow liquefaction line for loose sand" in Géotechnique, v. 52, n. 10, Thomas Telford Ltd., p. 757-760


  2. Yang J. (2004), "State-Dependent Strength of Sands from the Perspective of Unified Modeling" in Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 2, American Society of Civil Engineers (ASCE), p. 186-198


  3. in Chinese Journal of Geotechnical Engineering, v. 26 (2004), p. 697
  4. Xiao Yang (2019), "Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands" in Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 2, American Society of Civil Engineers (ASCE), p. 04018105


  5. Yang J. (2015), "Exploring the relationship between critical state and particle shape for granular materials" in Journal of the Mechanics and Physics of Solids, v. 84, Elsevier BV, p. 196-213


  6. Göktepe A. B. (2010), "Effect of particle shape on density and permeability of sands" in Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 163, n. 6, Thomas Telford Ltd., p. 307-320


  7. Cubrinovski Misko (2002), "Maximum and Minimum Void Ratio Characteristics of Sands" in Soils and Foundations, v. 42, n. 6, Elsevier BV, p. 65-78


  8. Miura Kinya (1997), "Physical Characteristics Of Sands with Different Primary Properties" in Soils and Foundations, v. 37, n. 3, Elsevier BV, p. 53-64


  9. Patra C. (2010), "Correlations for relative density of clean sand with median grain size and compaction energy" in International Journal of Geotechnical Engineering, v. 4, n. 2, Informa UK Limited, p. 195-203


  10. "A new classification chart for sand liquefaction", p. 315
  11. "Soil behaviour: the role of particle shape", p. 604
  12. Cho Gye-Chun (2006), "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" in Journal of Geotechnical and Geoenvironmental Engineering, v. 132, n. 5, American Society of Civil Engineers (ASCE), p. 591-602


  13. Rousé P. C. (2008), "Influence of roundness on the void ratio and strength of uniform sand" in Géotechnique, v. 58, n. 3, Thomas Telford Ltd., p. 227-231


  14. Zheng Junxing (2016), "Index Void Ratios of Sands from Their Intrinsic Properties" in Journal of Geotechnical and Geoenvironmental Engineering, v. 142, n. 12, American Society of Civil Engineers (ASCE), p. 06016019


  15. Sarkar Debdeep (2019), "The influence of particle characteristics on the index void ratios in granular materials" in Particuology, v. 46, Elsevier BV, p. 1-13


  16. Sarkar Debdeep (2020), "Influence of particle shape and size on the threshold fines content and the limit index void ratios of sands containing non-plastic fines" in Soils and Foundations, Elsevier BV


  17. Kwan A.K.H. (2009), "Packing density measurement and modelling of fine aggregate and mortar" in Cement and Concrete Composites, v. 31, n. 6, Elsevier BV, p. 349-357


  18. "Factors controlling maximum and minimum densities of sands", p. 98
  19. Chaney RC (1998), "Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand" in Geotechnical Testing Journal, v. 21, n. 4, ASTM International, p. 336


  20. Bahari Bahareh (2019), "Nonlinear estimation model of minimum void ratio for sand–silt mixtures" in Marine Georesources & Geotechnology, Informa UK Limited, p. 1-12


  21. Liu Yangzepeng (2019), "Exploring the influence of sphericity on the mechanical behaviors of ballast particles subjected to direct shear" in Granular Matter, v. 21, n. 4, Springer Science and Business Media LLC


  22. Zhou Wan-Huan (2019), "Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface" in Acta Geotechnica, v. 14, n. 6, Springer Science and Business Media LLC, p. 1699-1716


  23. Chang Ching S. (2015), "Modeling of minimum void ratio for sand–silt mixtures" in Engineering Geology, v. 196, Elsevier BV, p. 293-304


  24. Chang Ching S. (2013), "Dominant grains network and behavior of sand-silt mixtures: stress-strain modeling" in International Journal for Numerical and Analytical Methods in Geomechanics, v. 37, n. 15, Wiley, p. 2563-2589


  25. Hentschel Mark L. (2003), "Selection of Descriptors for Particle Shape Characterization" in Particle & Particle Systems Characterization, v. 20, n. 1, Wiley, p. 25-38


  26. Mora C.F. (2000), "Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital image processing" in Cement and Concrete Research, v. 30, n. 3, Elsevier BV, p. 351-358


  27. Wadell Hakon (1932), "Volume, Shape, and Roundness of Rock Particles" in The Journal of Geology, v. 40, n. 5, University of Chicago Press, p. 443-451


  28. Shinohara Kunio (2000), "Effect of particle shape on angle of internal friction by triaxial compression test" in Powder Technology, v. 107, n. 1-2, Elsevier BV, p. 131-136


  29. Thevanayagam S. (2000), "Intergranular state variables and stress–strain behaviour of silty sands" in Géotechnique, v. 50, n. 1, Thomas Telford Ltd., p. 1-23


  30. YANG J. (2012), "Collapse of loose sand with the addition of fines: the role of particle shape" in Géotechnique, v. 62, n. 12, Thomas Telford Ltd., p. 1111-1125


  31. McGEARY R. K. (1961), "Mechanical Packing of Spherical Particles" in Journal of the American Ceramic Society, v. 44, n. 10, Wiley, p. 513-522



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