References
- Adachi, M., K. Yasuhara, and A. Shimabukuro. 2000. Influences of Sample Preparation Method on the Behavior of Non-Plastic Silts in Undrained Monotonic and Cyclic Triaxial Tests. Japanese Society of Soil Mechanics and Foundation Engineering 48 (11): 24–27. In Japanese
- Altuhafi, F., and M. R. Coop. 2011. Changes to Particle Characteristics Associated with the Compression of Sands. Géotechnique 61 (6): 459–471. doi:https://doi.org/10.1680/geot.9.P.114.
- Bandini, V., and M. R. Coop. 2011. The Influence of Particle Breakage on the Location of the Critical State Line of Sands. Soils and Foundations 51 (4): 591–600. doi:https://doi.org/10.3208/sandf.51.591.
- Bishop, A. 1965. Triaxial Tests on Soil at Elevated Cell Pressures. Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, 8–15 September, 170–174.
- Chen, B., and J.-M. Hu. 2020. Fractal Behavior of Coral Sand during Creep. Frontiers in Earth Science 8: 134. doi:https://doi.org/10.3389/feart.2020.00134.
- Chuhan, F. A., A. Kjeldstad, K. Bjørlykke, and K. Høeg. 2003. Experimental Compression of Loose Sands: Relevance to Porosity Reduction during Burial in Sedimentary Basins. Canadian Geotechnical Journal 40 (5): 995–1011. doi:https://doi.org/10.1139/t03-050.
- Coop, M. 1990. The Mechanics of Uncemented Carbonate Sands. Géotechnique 40 (4): 607–626. doi:https://doi.org/10.1680/geot.1990.40.4.607.
- Coop, M., K. Sorensen, T. Bodas Freitas, and G. Georgoutsos. 2004. Particle Breakage during Shearing of a Carbonate Sand. Géotechnique 54 (3): 157–163. doi:https://doi.org/10.1680/geot.2004.54.3.157.
- Coop, M. R., and I. K. Lee. 1993. The Behaviour of Granular Soils at Elevated Stresses. Predictive Soil Mechanics : 186–198.
- Daouadji, A., and P.-Y. Hicher. 2010. An Enhanced Constitutive Model for Crushable Granular Materials. International Journal for Numerical and Analytical Methods in Geomechanics 34 (6): 555–580. doi:https://doi.org/10.1002/nag.815.
- Datta, M., S. Gulhati, and G. Rao. 1979. Crushing of Calcareous Sands during Shear. Proc., Offshore Technology Conference, Houston, Texas, April 1979.
- De Beer, E. 1963. The Scale Effect in the Transposition of the Results of Deep-Sounding Tests on the Ultimate Bearing Capacity of Piles and Caisson Foundations. Géotechnique 13 (1): 39–75. doi:https://doi.org/10.1680/geot.1963.13.1.39.
- Einav, I. 2007. Breakage Mechanics—Part I: Theory. Journal of the Mechanics and Physics of Solids 55 (6): 1274–1297. doi:https://doi.org/10.1016/j.jmps.2006.11.003.
- Golightly, C. R. 1990. Engineering Properties of Carbonate Sands. PhD diss., Bradford University.
- Hagerty, M., D. Hite, C. Ullrich, and D. Hagerty. 1993. One-Dimensional High-Pressure Compression of Granular Media. Journal of Geotechnical Engineering 119 (1): 1–18. doi:https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(1).
- Hardin, B. O. 1985. Crushing of Soil Particles. Journal of Geotechnical Engineering 111 (10): 1177–1192. doi:https://doi.org/10.1061/(ASCE)0733-9410(1985)111:10(1177).
- He, H., W. Li, and K. Senetakis. 2019. Small Strain Dynamic Behavior of Two Types of Carbonate Sands. Soils and Foundations 59 (3): 571–585. doi:https://doi.org/10.1016/j.sandf.2018.11.003.
- Hyodo, M., Y. Wu, N. Aramaki, and Y. Nakata. 2017. Undrained Monotonic and Cyclic Shear Response and Particle Crushing of Silica Sand at Low and High Pressures. Canadian Geotechnical Journal 54 (2): 207–218. doi:https://doi.org/10.1139/cgj-2016-0212.
- Hyodo, M., Y. Wu, S. Kajiyama, Y. Nakata, and N. Yoshimoto. 2017. Effect of Fines on the Compression Behaviour of Poorly Graded Silica Sand. Geomechanics and Engineering 12 (1): 127–138. doi:https://doi.org/10.12989/gae.2017.12.1.127.
- Indraratna, B., and W. Salim. 2002. Modelling of Particle Breakage of Coarse Aggregates Incorporating Strength and Dilatancy. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 155 (4): 243–252. doi:https://doi.org/10.1680/geng.2002.155.4.243.
- Indraratna, B., Q. Sun, and S. Nimbalkar. 2015. Observed and Predicted Behaviour of Rail Ballast under Monotonic Loading Capturing Particle Breakage. Canadian Geotechnical Journal 52 (1): 73–86. doi:https://doi.org/10.1139/cgj-2013-0361.
- Kikumoto, M., D. M. Wood, and A. Russell. 2010. Particle Crushing and Deformation Behaviour. Soils and Foundations 50 (4): 547–563. doi:https://doi.org/10.3208/sandf.50.547.
- Lade, P. V., J. A. Yamamuro, and P. A. Bopp. 1996. Significance of Particle Crushing in Granular Materials. Journal of Geotechnical Engineering 122 (4): 309–316. doi:https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(309).
- Lee, I.-K. 1991. Mechanical Behaviour of Compacted Decomposed Granite Soil. London: City University.
- Lee, K. L., and I. Farhoomand. 1967. Compressibility and Crushing of Granular Soil in Anisotropic Triaxial Compression. Canadian Geotechnical Journal 4 (1): 68–86. doi:https://doi.org/10.1139/t67-012.
- Luzzani, L., and M. Coop. 2002. On the Relationship between Particle Breakage and the Critical State of Sands. Soils and Foundations 42 (2): 71–82. doi:https://doi.org/10.3208/sandf.42.2_71.
- Marsal, R. J. 1967. Large Scale Testing of Rockfill Materials. Journal of the Soil Mechanics and Foundations Division 93 (2): 27–43. doi:https://doi.org/10.1061/JSFEAQ.0000958.
- McDowell, G. 2002. On the Yielding and Plastic Compression of Sand. Soils and Foundations 42 (1): 139–145. doi:https://doi.org/10.3208/sandf.42.139.
- McDowell, G., and M. Bolton. 1998. On the Micromechanics of Crushable Aggregates. Géotechnique 48 (5): 667–679. doi:https://doi.org/10.1680/geot.1998.48.5.667.
- Miao, G., and D. Airey. 2013. Breakage and Ultimate States for a Carbonate Sand. Géotechnique 63 (14): 1221–1229. doi:https://doi.org/10.1680/geot.12.P.111.
- Minh, N. H., and Y. P. Cheng. 2013. A DEM Investigation of the Effect of Particle-Size Distribution on One-Dimensional Compression. Géotechnique 63 (1): 44–53. doi:https://doi.org/10.1680/geot.10.P.058.
- Miura, N., and S. O-Hara. 1979. Particle-Crushing of a Decomposed Granite Soil under Shear Stresses. Soils and Foundations 19 (3): 1–14. doi:https://doi.org/10.3208/sandf1972.19.3_1.
- Miura, S., K. Yagi, and T. Asonuma. 2003. Deformation-Strength Evaluation of Crushable Volcanic Soils by Laboratory and in-Situ Testing. Soils and Foundations 43 (4): 47–57. doi:https://doi.org/10.3208/sandf.43.4_47.
- Muir Wood, D., and K. Maeda. 2008. Changing Grading of Soil: effect on Critical States. Acta Geotechnica 3 (1): 3–14. doi:https://doi.org/10.1007/s11440-007-0041-0.
- Nakata, Y., M. Hyodo, A. F. Hyde, Y. Kato, and H. Murata. 2001. Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression. Soils and Foundations 41 (1): 69–82. doi:https://doi.org/10.3208/sandf.41.69.
- Nakata, Y., Y. Kato, M. Hyodo, A. F. Hyde, and H. Murata. 2001. One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength. Soils and Foundations 41 (2): 39–51. doi:https://doi.org/10.3208/sandf.41.2_39.
- Ovalle, C., C. Dano, P.-Y. Hicher, and M. Cisternas. 2015. Experimental Framework for Evaluating the Mechanical Behavior of Dry and Wet Crushable Granular Materials Based on the Particle Breakage Ratio. Canadian Geotechnical Journal 52 (5): 587–598. doi:https://doi.org/10.1139/cgj-2014-0079.
- Peng, Y., H. Liu, C. Li, X. Ding, X. Deng, and C. Wang. 2021. The detailed particle breakage around the pile in coral sand. Acta Geotechnica 16: 1971–1981. doi:https://doi.org/10.1007/s11440-020-01089-2.
- Peng, Y., X. Ding, Y. Xiao, X. Deng, and W. Deng. 2020. Detailed Amount of Particle Breakage in Nonuniformly Graded Sands under One-Dimensional Compression. Canadian Geotechnical Journal 57 (8): 1239–1246. doi:https://doi.org/10.1139/cgj-2019-0283.
- Pestana, J. M., and A. Whittle. 1995. Compression Model for Cohesionless Soils. Géotechnique 45 (4): 611–631. doi:https://doi.org/10.1680/geot.1995.45.4.611.
- Rahim, A. 1989. Effect of Morphology and Mineralogy on Compressibility of Sands. PhD thesis, Indian Institute of Technology Kanpur, Kanpur, India.
- Roberts, J. E., and J. M. de Souza. 1958. The compressibility of sands. Proceedings—American Society for Testing Materials 58: 1269–1272.
- Russell, A. R., and N. Khalili. 2004. A Bounding Surface Plasticity Model for Sands Exhibiting Particle Crushing. Canadian Geotechnical Journal 41 (6): 1179–1192. doi:https://doi.org/10.1139/t04-065.
- Sadrekarimi, A., and S. M. Olson. 2010. Particle Damage Observed in Ring Shear Tests on Sands. Canadian Geotechnical Journal 47 (5): 497–515. doi:https://doi.org/10.1139/T09-117.
- Sandeep, C. S., and K. Senetakis. 2019. Influence of Morphology on the Micro-Mechanical Behavior of Soil Grain Contacts. Geomechanics and Geophysics for Geo-Energy and Geo-Resources 5 (2): 103–119. doi:https://doi.org/10.1007/s40948-018-0094-6.
- Senetakis, K., and H. He. 2017. Dynamic Characterization of a Biogenic Sand with a Resonant Column of Fixed-Partly Fixed Boundary Conditions. Soil Dynamics and Earthquake Engineering 95: 180–187. doi:https://doi.org/10.1016/j.soildyn.2017.01.042.
- Shahnazari, H., and R. Rezvani. 2013. Effective Parameters for the Particle Breakage of Calcareous Sands: An Experimental Study. Engineering Geology 159: 98–105. doi:https://doi.org/10.1016/j.enggeo.2013.03.005.
- Shipton, B., and M. R. Coop. 2012. On the Compression Behaviour of Reconstituted Soils. Soils and Foundations 52 (4): 668–681. doi:https://doi.org/10.1016/j.sandf.2012.07.008.
- Tarantino, A., and A. F. Hyde. 2005. An Experimental Investigation of Work Dissipation in Crushable Materials. Géotechnique 55 (8): 575–584. doi:https://doi.org/10.1680/geot.2005.55.8.575.
- Todisco, M. C., W. Wang, M. R. Coop, and K. Senetakis. 2017. Multiple Contact Compression Tests on Sand Particles. Soils and Foundations 57 (1): 126–140. doi:https://doi.org/10.1016/j.sandf.2017.01.009.
- Tong, C.-X., G. J. Burton, S. Zhang, and D. Sheng. 2020. Particle Breakage of Uniformly Graded Carbonate Sands in Dry/Wet Condition Subjected to Compression/Shear Tests. Acta Geotechnica 15 (9): 2379–2316. doi:https://doi.org/10.1007/s11440-020-00931-x.
- Ueng, T.-S., and T.-J. Chen. 2000. Energy Aspects of Particle Breakage in Drained Shear of Sands. Géotechnique 50 (1): 65–72. doi:https://doi.org/10.1680/geot.2000.50.1.65.
- Vesić, A. S., and G. W. Clough. 1968. Behavior of granular materials under high stresses. Journal of the Soil Mechanics and Foundations Division 94 (3): 661–688.
- Wang, G., Z. Wang, Q. Ye, and X. Wei. 2020. Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression. International Journal of Geomechanics 20 (3): 04020012. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0001601.
- Wu, Y., J. Cui, J. Huang, W. Zhang, N. Yoshimoto, and L. Wen. 2021. Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash. International Journal of Geomechanics 21 (6): 04021071. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0002027.
- Wu, Y., M. Hyodo, and N. Aramaki. 2018. Undrained Cyclic Shear Characteristics and Crushing Behaviour of Silica Sand. Geomechanics and Engineering 14 (1): 1–8.
- Wu, Y., N. Li, X. Wang, J. Cui, Y. Chen, Y. Wu, and H. Yamamoto. 2021. Experimental Investigation on Mechanical Behavior and Particle Crushing of Calcareous Sand Retrieved from South China Sea. Engineering Geology 280: 105932. doi:https://doi.org/10.1016/j.enggeo.2020.105932.[Mismatch]
- Wu, Y., H. Yamamoto, J. Cui, and H. Cheng. 2020. Influence of Load Mode on Particle Crushing Characteristics of Silica Sand at High Stresses. International Journal of Geomechanics 20 (3): 04019194.
- Xiao, Y., H. Liu, Q. Chen, Q. Ma, Y. Xiang, and Y. Zheng. 2017. Particle Breakage and Deformation of Carbonate Sands with Wide Range of Densities during Compression Loading Process. Acta Geotechnica 12 (5): 1177–1184. doi:https://doi.org/10.1007/s11440-017-0580-y.
- Xiao, Y., H. Liu, X. Ding, Y. Chen, J. Jiang, and W. Zhang. 2016. Influence of Particle Breakage on Critical State Line of Rockfill Material. International Journal of Geomechanics 16 (1): 04015031. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000538.
- Xiao, Y., Z. Yuan, C. S. Desai, M. Zaman, Q. Ma, Q. Chen, and H. Liu. 2020. Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands. International Journal of Geomechanics 20 (7): 06020014. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0001731.
- Yamamuro, J. A., P. A. Bopp, and P. V. Lade. 1996. One-Dimensional Compression of Sands at High Pressures. Journal of Geotechnical Engineering 122 (2): 147–154. doi:https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(147).
- Yu, F. 2017. Particle Breakage and the Critical State of Sands. Géotechnique 67 (8): 713–719. doi:https://doi.org/10.1680/jgeot.15.P.250.
- Yu, F. 2018. Particle Breakage and the Undrained Shear Behavior of Sands. International Journal of Geomechanics 18 (7): 04018079. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0001203.
- Zhang, J., and M. Luo. 2020. Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage. International Journal of Geomechanics 20 (4): 04020030. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0001637.
- Zhang, W., Z.-h. Zhong, C. Peng, W.-h. Yuan, and W. Wu. 2021. GPU-Accelerated Smoothed Particle Finite Element Method for Large Deformation Analysis in Geomechanics. Computers and Geotechnics 129: 103856. doi:https://doi.org/10.1016/j.compgeo.2020.103856.
- Zhang, W., J.-q. Zou, K. Bian, and Y. Wu. 2021. Thermodynamic-Based Cross-Scale Model for Structural Soil with Emphasis on Bond Dissolution. Canadian Geotechnical Journal. doi:https://doi.org/10.1139/cgj-2020-0677.
- Zhou, X., D. A. Sun, and Y. Xu. 2021. A New Thermal Analysis Model with Three Heat Conduction Layers in the Nuclear Waste Repository. Nuclear Engineering and Design 371: 110929. doi:https://doi.org/10.1016/j.nucengdes.2020.110929.