Compaction behaviour and particle crushing of a crushed sandstone particle mixture

References

• Abu-Farsakh, M., Coronel, J., & Tao, M. (2007). Effect of soil moisture content and dry density on cohesive soil–geosynthetic interactions using large direct shear tests. Journal of Materials in Civil Engineering, 19, 540–549.
   Web of Science ®Google Scholar
• ASTM Standard, D2487. (1985). Standard practice for classification of soils for engineering purposes (unified soil classification system). Annual book of ASTM standards. West Conshohocken, PA: ASTM International.
   Google Scholar
• Bera, A. K., Ghosh, A., & Ghosh, A. (2007). Compaction characteristics of pond ash. Journal of Materials in Civil Engineering, 19, 349–357.
   Web of Science ®Google Scholar
• Blotz, L. R., Benson, C. H., & Boutwell, G. P. (1998). Estimating optimum water content and maximum dry unit weight for compacted clays. Journal of Geotechnical and Geoenvironmental Engineering, 124, 907–912.
   Google Scholar
• Bowman, E. T., Soga, K., & Drummond, W. (2001). Particle shape characterization using Fourier descriptor analysis. Geotechnique, 51, 545–554.
   Google Scholar
• Casini, F., Viggiani, G. M. B., & Springman, S. M. (2013). Breakage of an artificial crushable material under loading. Granular Matter, 15, 661–673.
   Web of Science ®Google Scholar
• 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, 591–602.
   Web of Science ®Google Scholar
• Frank, T. E., Krapac, I. G., Stark, T. D., & Strack, G. D. (2005). Long-term behavior of water content and density in an earthen liner. Journal of Geotechnical and Geoenvironmental Engineering, 131, 800–803.
   Google Scholar
• Hamdani, I. H. (1983). Optimum moisture content for compacting soils: One-point method. Journal of Irrigation and Drainage Engineering, 109, 232–237.
   Google Scholar
• Hardin, B. O. (1985). Crushing of soil particles. Journal of Geotechnical Engineering, 111, 1177–1192.
   Google Scholar
• Holtz, R. D., Kovacs, W. D., & Sheahan, T. C. (2010). An introduction to geotechnical engineering (2nd ed.). NJ: Prentice Hall.
   Google Scholar
• Jamei, M., Guiras, H., Chtourou, Y., Kallel, A., Romero, E., & Georgopoulos, I. (2011). Water retention properties of perlite as a material with crushable soft particles. Engineering Geology, 122, 261–271.
   Web of Science ®Google Scholar
• Karimpour, H., & Lade, P. V. (2010). Time effects relate to crushing in sand. Journal of Geotechnical and Geoenvironmental Engineering, 136, 1209–1219.
   Web of Science ®Google Scholar
• Lade, P. V., Yamamuro, J. A., & Bopp, P. A. (1996). Significance of particle crushing in granular materials. Journal of Geotechnical Engineering, 122, 309–316.
   Google Scholar
• Lawton, E. C., Fragaszy, R. J., & Hardcastle, J. H. (1989). Collapse of compacted clayey sand. Journal of Geotechnical Engineering, 115, 1252–1267.
   Google Scholar
• Lee, K. L., & Farhoomand, I. (1967). Compressibility and crushing of granular soil in anisotropic triaxial compression. Canadian Geotechnical Journal, 4, 68–86.
   Google Scholar
• Lobo-Guerrero, S., & Vallejo, L. E. (2005). Discrete element method evaluation of granular crushing under direct shear test conditions. Journal of Geotechnical and Geoenvironmental Engineering, 131, 1295–1300.
   Web of Science ®Google Scholar
• Nouguier-Lehon, C., Cambou, B., & Vincens, E. (2003). Influence of particle shape and angularity on the behaviour of granular materials: A numerical analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 27, 1207–1226.
   Web of Science ®Google Scholar
• Rollins, K. M., Jorgensen, S. J., & Ross, T. E. (1998). Optimum moisture content for dynamic compaction of collapsible soils. Journal of Geotechnical and Geoenvironmental Engineering, 124, 699–708.
   Google Scholar
• Saffih-Hdadi, K., Defossez, P., Richard, G., Cui, Y.-J., Tang, A.-M., & Chaplain, V. (2009). A method for predicting soil susceptibility to the compaction of surface layers as a function of water content and bulk density. Soils and Tillage Research, 105, 96–103.
   Web of Science ®Google Scholar
• Trade Standard of P.R. China, SL237-006. (1999). Standard method for particle size distribution of soils. In Specification of soil test. Beijing: Ministry of Water Resources of P.R. China (in Chinese).
   Google Scholar
• Trade Standard of P.R. China, SL237-053. (1999). Standard method for sample preparation of coarse soil. In Specification of soil test. Beijing: Ministry of Water Resources of P.R. China (in Chinese).
   Google Scholar
• Trade Standard of P.R. China, SL237-055. (1999). Standard method for moisture-density test of coarse soil. In Specification of soil test. Beijing: Ministry of Water Resources of P.R. China (in Chinese).
   Google Scholar
• Trauner, L., Dolinar, B., & Mišič, M. (2005). Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. International Journal of Geomechanics, 5, 350–355.
   Google Scholar
• Valdes, J. R., & Koprulu, E. (2007). Characterization of fines produced by sand crushing. Journal of Geotechnical and Geoenvironmental Engineering, 133, 1626–1630.
   Google Scholar
• Vaz, C. M. P., Bassoi, L. H., & Hopmans, J. W. (2001). Contribution of water content and bulk density to field soil penetration resistance as measured by a combined cone penetrometer-TDR probe. Soils and Tillage Research, 60, 35–42.
   Web of Science ®Google Scholar
• Wang, J.-J. (2010). Behaviour of an over-length pile in layered soils. Geotechnical Engineering, 163, 257–266.
   Google Scholar
• Wang, J.-J. (2014). Hydraulic fracturing in earth-rock fill dams. Singapore: John Wiley & Sons Singapore Pte. Ltd.
   Google Scholar
• Wang, J.-J., & Lin, X. (2007). Discussion: Determination of critical slip surface in slope analysis. Géotechnique, 57, 481–482.
   Google Scholar
• Wang, J.-J., & Liu, Y.-X. (2010). Hydraulic fracturing in a cubic soil specimen. Soil Mechanics and Foundation Engineering, 47, 136–142.
   Google Scholar
• Wang, J.-J., Liu, F.-C., & Ji, C.-L. (2008). Influence of drainage condition on Coulomb-type active earth pressure. Soil Mechanics and Foundation Engineering, 45, 161–167.
   Google Scholar
• Wang, J.-J., Zhang, H.-P., Chai, H.-J., & Zhu, J.-G. (2008). Seismic passive resistance with vertical seepage and surcharge. Soil Dynamics and Earthquake Engineering, 28, 728–737.
   Google Scholar
• Wang, J.-J., Zhang, H.-P., Deng, D.-P., & Liu, M.-W. (2013). Effects of mudstone particle content on compaction behavior and particle crushing of a crushed sandstone–mudstone particle mixture. Engineering Geology, 167, 1–5.
   Web of Science ®Google Scholar
• Wang, J.-J., Zhang, H.-P., Liu, M.-W., & Chen, Y.-Y. (2012). Seismic passive earth pressure with seepage for cohesionless soil. Marine Georesources and Geotechnology, 30, 86–101.
   Web of Science ®Google Scholar
• Wang, J.-J., Zhang, H.-P., Tang, S.-C., & Liang, Y. (2013). Effects of particle size distribution on shear strength of accumulation soil. Journal of Geotechnical and Geoenvironmental Engineering, 139, 1994–1997.
   Web of Science ®Google Scholar
• Wang, J.-J., Zhang, H.-P., Zhang, L., & Liang, Y. (2012). Experimental study on heterogeneous slope responses to drawdown. Engineering Geology, 147–148, 52–56.
   Web of Science ®Google Scholar
• Wang, J.-J., Zhang, H.-P., Zhang, L., & Liang, Y. (2013). Experimental study on self-healing of crack in clay seepage barrier. Engineering Geology, 159, 31–35.
   Google Scholar
• Wang, J.-J., Zhao, D., Liang, Y., & Wen, H.-B. (2013). Angle of repose of landslide debris deposits induced by 2008 Sichuan earthquake. Engineering Geology, 156, 103–110.
   Web of Science ®Google Scholar
• Wang, J.-J., Zhu, J.-G., Chiu, C. F., & Chai, H.-J. (2007). Experimental study on fracture behavior of a silty clay. Geotechnical Testing Journal, 30, 303–311.
   Google Scholar
• Wang, J.-J., Zhu, J.-G., Chiu, C. F., & Zhang, H. (2007). Experimental study on fracture toughness and tensile strength of a clay. Engineering Geology, 94, 65–75.
   Web of Science ®Google Scholar
• Yan, Z.-L., Wang, J.-J., & Chai, H.-J. (2010). Influence of water level fluctuation on phreatic line in silty soil model slope. Engineering Geology, 113, 90–98.
   Web of Science ®Google Scholar
• Zhang, B., Zhao, Q. G., Horn, R., & Baumgartl, T. (2001). Shear strength of surface soil as affected by soil bulk density and soil water content. Soil and Tillage Research, 59, 97–106.
   Web of Science ®Google Scholar