References
- Been, K., and M. G. Jefferies. 1985. A State Parameter of Sands. Géotechnique 35 (2): 99–112. https://doi.org/10.1680/geot.1985.35.2.99
- Bouckovalas, G., K. Andrianopoulos, and A. Papadimitriou. 2003. A Critical State Interpretation for the Cyclic Liquefaction Resistance of Silty Sands. Soil Dynamics and Earthquake Engineering 23 (2): 115–125. https://doi.org/10.1016/S0267-7261(02)00156-2
- Chang, C., and Y. Deng. 2019. Revisiting the Concept of Inter-Granular Void Ratio in View of Particle Packing Theory. Géotechnique Letters 9 (2): 121–129. https://doi.org/10.1680/jgele.18.00175
- Dash, H. K., T. G. Sitharam, and B. A. Baudet. 2010. Influence of Non-Plastic Fines on the Response of a Silty Sand to Cyclic Loading. Soils and Foundations 50 (5): 695–704. https://doi.org/10.3208/sandf.50.695
- David Suits, L., T. C. Sheahan, A. B. Cerato, and A. J. Lutenegger. 2002. Determination of Surface Area of Fine-Grained Soils by the Ethylene Glycol Monoethyl Ether (EGME) Method. Geotechnical Testing Journal 25 (3): 10035. https://doi.org/10.1520/GTJ11087J
- Goudarzy, M., M. M. Rahman, D. König, and T. Schanz. 2016. Influence of Non-Plastic Fines Content on Maximum Shear Modulus of Granular Materials. Soils and Foundations 56 (6): 973–983. https://doi.org/10.1016/j.sandf.2016.11.003
- Goudarzy, M., D. Sarkar, W. Lieske, and T. Wichtmann. 2022. Influence of Plastic Fines Content on the Liquefaction Susceptibility of Sands: Monotonic Loading. Acta Geotechnica 17 (5): 1719–1737. https://doi.org/10.1007/s11440-021-01283-w
- Goudarzy, M., D. Sarkar, W. Lieske, and T. Wichtmann. 2023. Reply to Discussion of Influence of Plastic Fines Content on the Liquefaction Susceptibility of Sands: Monotonic Loading. Acta Geotechnica 18 (5): 2867–2868. https://doi.org/10.1007/s11440-023-01829-0
- Goudarzy, M., D. Sarkar, and T. Wichtmann. 2022. Influence of Plastic Fines Content on the Liquefaction Susceptibility of Sands: Cyclic Loading. Acta Geotechnica 17 (11): 4977–4988. https://doi.org/10.1007/s11440-022-01633-2
- Goudarzy, M. 2015. Micro and Macro Mechanical Assessment of Small and Intermediate Strain Properties of Granular Material. PhD thesis, Ruhr-Universität Bochum, Germany.
- Karim, M. E., and M. J. Alam. 2016. Undrained Monotonic and Cyclic Response of Sand-Silt Mixtures. International Journal of Geotechnical Engineering 10 (3): 223–235. https://doi.org/10.1179/1939787915Y.0000000023
- Lashkari, A. 2014. Recommendations for Extension and Re-Calibration of an Existing Sand Constitutive Model Taking into account Varying Non-Plastic Fines Content. Soil Dynamics and Earthquake Engineering 61-62: 212–238. https://doi.org/10.1016/j.soildyn.2014.02.012
- Lashkari, A., P. T. Shourijeh, S. S. S. Khorasani, N. Irani, and M. M. Rahman. 2022. Effects of over-Consolidation History on Flow Instability of Clean and Silty Sands. Acta Geotechnica 17 (11): 4989–5007. https://doi.org/10.1007/s11440-022-01502-y
- Li, X. S., and Y. Wang. 1998. Linear Representation of Steady-State Line for Sand. Journal of Geotechnical and Geoenvironmental Engineering 124 (12): 1215–1217. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:12(1215)
- Meier, L. P., and G. Kahr. 1999. Determination of the Cation Exchange Capacity (CEC) of Clay Minerals Using the Complexes of Copper(II) Ion with Triethylenetetramine and Tetraethylenepentamine. Clays and Clay Minerals 47 (3): 386–388. https://doi.org/10.1346/CCMN.1999.0470315
- Ni, Q., T. S. Tan, G. R. Dasari, and D. W. Hight. 2004. Contribution of Fines to the Compressive Strength of Mixed Soils. Géotechnique 54 (9): 561–569. https://doi.org/10.1680/geot.2004.54.9.561
- Pan, K., G. Y. Zhou, Z. X. Yang, and Y. Q. Cai. 2020. Comparison of Cyclic Liquefaction Behavior of Clean and Silty Sands considering Static Shear Effect. Soil Dynamics and Earthquake Engineering 139: 106338. https://doi.org/10.1016/j.soildyn.2020.106338
- Porcino, D. D., T. Triantafyllidis, T. Wichtmann, and G. Tomasello. 2021. Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading. Journal of Geotechnical and Geoenvironmental Engineering 147 (3): 04020177. https://doi.org/10.1061/%28ASCE%29GT.1943-5606.0002470
- Rahman, M. M., and S. R. Lo. 2008. The Prediction of Equivalent Granular Steady State Line of Loose Sand with Fines. Geomechanics and Geoengineering 3 (3): 179–190. https://doi.org/10.1080/17486020802206867
- Rahman, M. M., S. R. Lo, and M. A. L. Baki. 2011. Equivalent Granular State Parameter and Undrained Behavior of Sand–Fines Mixtures. Acta Geotechnica 6 (4): 183–194. https://doi.org/10.1007/s11440-011-0145-4
- Rahman, M. M., S. R. Lo, and C. T. Gnanendran. 2008. On Equivalent Granular Void Ratio and Steady State Behaviour of Loose Sand with Fines. Canadian Geotechnical Journal 45 (10): 1439–1456. https://doi.org/10.1139/T08-064
- Sanati, H. H., H. Katebi, and M. H. Bonab. 2022. Mechanics of the Instability of Sand and Non-Plastic Silt Mixture Using Equivalent Intergranular Void Ratio. Arabian Journal of Geosciences 15 (15): 1360. https://doi.org/10.1007/s12517-022-10634-0
- Sarkar, D., D. König, and M. Goudarzy. 2019. The Influence of Particle Characteristics on the Index Void Ratios Ingranular Materials. Particuology 46: 1–13. https://doi.org/10.1016/j.partic.2018.09.010
- Schofield, A., and C. P. Wroth. 1968. Critical State Soil Mechanics, 1–310. New York: McGraw-Hill.
- Tamang, B., U. Kim, J. Jin, S. Lee, and S. Kim. 2023. Undrained Monotonic Shear Behavior of Sand Mixed with a Small Amount of Fines Content. Acta Geotechnica 18 (6): 2915–2927. https://doi.org/10.1007/s11440-022-01776-2
- Thevanayagam, S. 1998. Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands. Journal of Geotechnical and Geoenvironmental Engineering 124 (6): 479–491. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(479)
- Thevanayagam, S., T. Shenthan, S. Mohan, and J. Liang. 2002. Undrained Fragility of Clean Sands, Silty Sands and Sandy Silts. Journal of Geotechnical and Geoenvironmental Engineering 128 (10): 849–859. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:10(849)
- Xenaki, V. C., and G. A. Athanasopoulos. 2003. Liquefaction Resistance of Sand–Silt Mixtures: An Experimental Investigation of the Effect of Fines. Soil Dynamics and Earthquake Engineering 23 (3): 1–12. https://doi.org/10.1016/S0267-7261(02)00210-5
- Xu, L., F. Cai, J. Zhang, D. Pan, Q. Wu, and G. Chen. 2021. Evaluation of Grain Size and Content of Nonplastic Fines on Undrained Behavior of Sandy Soils. Marine Georesources & Geotechnology 39 (10): 1215–1229. https://doi.org/10.1080/1064119X.2020.1821847
- Xu, Ling-Yu, Jing-Zhe Zhang, Fei Cai, Wei-Yun Chen, and Ying-Ying Xue. 2019. Constitutive Modeling the Undrained Behaviors of Sands with Non-Plastic Fines under Monotonic and Cyclic Loading. Soil Dynamics and Earthquake Engineering 123: 413–424. https://doi.org/10.1016/j.soildyn.2019.05.021
- Yang, S. L., R. Sandven, and L. Grande. 2006. Steady-State Lines of Sand-Silt Mixtures. Canadian Geotechnical Journal 43 (11): 1213–1219. https://doi.org/10.1139/t06-069
- Yazdani, E., A. Nguyen, and M. T. Evans. 2022. Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable. International Journal of Geomechanics 22 (8): 04022121. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002486
- Zeng, Y., X. Shi, W. Chen, and W. Feng. 2023. Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept. International Journal of Geomechanics 23 (2): 06022039. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002643
- Zlatovic, S., and K. Ishihara. 1995. On the Influence of Nonplastic Fines on Residual Strength. Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering, A. A. Balkema, 239–244, The Netherlands.