A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil

References

• Afshar, T., M. M. Disfani, A. Arulrajah, G. A. Narsilio, and S. Emam. 2017. Impact of Particle Shape on Breakage of Recycled Construction and Demolition Aggregates. Powder Technology 308: 1–12. doi:10.1016/j.powtec.2016.11.043.
   Web of Science ®Google Scholar
• Alimohammadi, H., K. Dastjerdi, and M. Yaghin. 2020. The Study of Progressive Collapse in Dual Systems. Civil and Environmental Engineering 16 (1): 79–85. doi:10.2478/cee-2020-0009.
   Web of Science ®Google Scholar
• API. 2011. 2GEO Geotechnical and Foundation Design Considerations. Washington, DC: American Petroleum Institute.
   Google Scholar
• ASTM 3080. 2011. ASTM D 3080 Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions. West Conshohocken, PA: ASTM.
   Google Scholar
• Ata, A., T. N. Salem, and R. Hassan. 2018. Geotechnical Characterization of the Calcareous Sand in Northern Coast of Egypt. Ain Shams Engineering Journal 9 (4): 3381–3390. doi:10.1016/j.asej.2018.03.008.
   Web of Science ®Google Scholar
• Brandes, H. G. 2011. Engineering Properties of Carbonate Marine Sediments. In International Conference on Offshore Mechanics and Arctic Engineering. Vol. 44397, pp. 893–899.
   Google Scholar
• Cavarretta, I., C. O'sullivan, and M. R. Coop. 2017. The Relevance of Roundness to the Crushing Strength of Granular Materials. Géotechnique 67 (4): 301–312. doi:10.1680/jgeot.15.P.226.
   Web of Science ®Google Scholar
• Celestino, T., and J. Mitchell. 1983. Behavior of carbonate sands for foundations of offshore structures. Proceedings, Brazil offshore 83: 85–102.
   Google Scholar
• Chai, W., Z. L. Long, and D. M. Kuang. 2019. Effect of Shear Rate on Shear Strength and Deformation Characteristics of Calcareous Sand in Direct Shear Test. Rock and Soil Mechanics 40 (S1): 359–366.
   Google Scholar
• Chaney, R. C., S. M. Slonim, and S. S. Slonim. 1982. Determination of Calcium Carbonate Content in Soils. In Geotechnical Properties, Behavior, and Performance of Calcareous Soils. West Conshohocken, PA: ASTM International.
   Google Scholar
• Chávez, C., and E. E. Alonso. 2003. A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects. Soils and Foundations 43 (4): 215–227. doi:10.3208/sandf.43.4_215.
   Web of Science ®Google Scholar
• Chen, H. Y. 2005. Study on the Inner Pore in Calcareous Sand. MA thesis, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.
   Google Scholar
• Coop, M. R. 1990. The Mechanics of Uncemented Carbonate Sands. Géotechnique 40 (4): 607–626. doi:10.1680/geot.1990.40.4.607.
   Web of Science ®Google Scholar
• Coop, M., K. Sorensen, T. Bodas Freitas, and G. Georgoutsos. 2004. Particle Breakage during Shearing of a Carbonate Sand. Geotechnique 54 (3): 157–163. doi:10.1680/geot.2004.54.3.157.
   Web of Science ®Google Scholar
• Datta, M., S. K. Gulhati, and G. V. Rao. 1979. April. Crushing of Calcareous Sands during Shear. In Offshore Technology Conference. OnePetro. doi:10.4043/3525-MS.
   Google Scholar
• Datta, M., S. K. Gulhati, and G. V. Rao. 1982. Engineering Behavior of Carbonate Soils of India and Some Observations on Classification of Such Soils. In Geotechnical Properties, Behavior, and Performance of Calcareous Soils. West Conshohocken, PA: ASTM International.
   Google Scholar
• Dennis, N. D., and R. E. Olson. 1983. Axial capacity of steel pipe piles in sand. Paper presented at the Geotechnical Practice in Offshore Engineering.
   Google Scholar
• Duncan, J. M, and C.-Y. Chang. 1970. Nonlinear Analysis of Stress and Strain in Soils. Journal of Soil Mechanics & Foundations Div 96 (5): 1629–1653.
   Google Scholar
• Duncan, J. M., S. G. Wright, and T. L. Brandon. 2014. Soil Strength and Slope Stability. Hoboken, NJ: John Wiley & Sons.
   Google Scholar
• Duttine, A., F. Tatsuoka, W. Kongkitkul, and D. Hirakawa. 2008. Viscous Behaviour of Unbound Granular Materials in Direct Shear. Soils and Foundations 48 (3): 297–318. doi:10.3208/sandf.48.297.
   Web of Science ®Google Scholar
• Einav, I. 2007. Breakage Mechanics. Part II—Modelling Granular Materials. Journal of the Mechanics and Physics of Solids.55 (6): 1298–1320. doi:10.1016/j.jmps.2006.11.004.
   Web of Science ®Google Scholar
• Enomoto, T., S. Kawabe, F. Tatsuoka, H. Di Benedetto, T. Hayashi, and A. Duttine. 2009. Effects of Particle Characteristics on the Viscous Properties of Granular Materials in Shear. Soils and Foundations 49 (1): 25–49. doi:10.3208/sandf.49.25.
   Web of Science ®Google Scholar
• Faizan, A. A., and O. Kırtel. 2021. Non-Linear Soil-Structure Interaction Analysis of Railway Bridge Subjected to Earthquake Ground Motions considering Different Types of Soil. Arabian Journal of Geosciences 14 (6): 1–11. doi:10.1007/s12517-021-06834-9.
   Google Scholar
• Frossard, E., W. Hu, C. Dano, and P. Y. Hicher. 2012. Rockfill Shear Strength Evaluation: A Rational Method Based on Size Effects. Géotechnique 62 (5): 415–427. doi:10.1680/geot.10.P.079.
   Web of Science ®Google Scholar
• Golightly, C. R., and J. F. Nauroy. 1990. May. End Bearing Capacity of Piles in Calcareous Sands. In Offshore Technology Conference. OnePetro. doi:10.4043/6239-MS.
   Google Scholar
• Goodarzi, S., and H. Shahnazari. 2019. Strength Enhancement of Geotextile-Reinforced Carbonate Sand. Geotextiles and Geomembranes 47 (2): 128–139. doi:10.1016/j.geotexmem.2018.12.004.
   Web of Science ®Google Scholar
• Gupta, A. K. 2016. Effects of Particle Size and Confining Pressure on Breakage Factor of Rockfill Materials Using Medium Triaxial Test. Journal of Rock Mechanics and Geotechnical Engineering 8 (3): 378–388. doi:10.1016/j.jrmge.2015.12.005.
   Google Scholar
• Haeri, H., V. Sarfarazi, Z. Zhu, M. F. Marji, and A. Masoumi. 2019. Investigation of Shear Behavior of Soil-Concrete Interface. Smart Structures and Systems 23 (1): 81.
   Web of Science ®Google Scholar
• Hardin, B. O. 1985. Crushing of Soil Particles. Journal of Geotechnical Engineering 111 (10): 1177–1192. doi:10.1061/(ASCE)0733-9410(1985)111:10(1177).
   Google Scholar
• Isaev, O. N., and R. F. Sharafutdinov. 2020. Soil Shear Strength at the Structure Interface. Soil Mechanics & Foundation Engineering 57 (2): 139–146.
   Web of Science ®Google Scholar
• Isbuga, V. 2020. Modeling of Pile-Soil-Pile Interaction in Laterally Loaded Pile Groups Embedded in Linear Elastic Soil Layers. Arabian Journal of Geosciences 13 (9): 1–17. doi:10.1007/s12517-020-5229-8.
   Web of Science ®Google Scholar
• Janipour, A. K., M. Mousivand, and M. Bayat. 2022. Study of Interface Shear Strength between Sand and Concrete. Arabian Journal of Geosciences 15 (2): 1–9. doi:10.1007/s12517-021-09394-0.
   Google Scholar
• Karimpour-Fard, M., R. Rezvani, and S. G. Selakjani. 2021. Crushability and Compressibility of Carbonate and Siliceous Sands in the One-Dimensional Oedometer Test. Arabian Journal of Geosciences 14 (23): 1–11. doi:10.1007/s12517-021-08751-3.
   Google Scholar
• Karimpour-Fard, M., S. Zarbakhash, G. R. Soufi, A. Ahadi, and B. P. Naveen. 2020. Design, Fabrication and Calibration of a Tall Pneumatic Oedometer Apparatus. Measurement 163: 107985. doi:10.1016/j.measurement.2020.107985.
   Web of Science ®Google Scholar
• Lackenby, J., B. Indraratna, G. McDowell, and D. Christie. 2007. Effect of Confining Pressure on Ballast Degradation and Deformation under Cyclic Triaxial Loading. Géotechnique 57 (6): 527–536. doi:10.1680/geot.2007.57.6.527.
   Web of Science ®Google Scholar
• 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:10.1061/(ASCE)0733-9410(1996)122:4(309).
   Google Scholar
• Le Tirant, P. 1992. Design Guides for Offshore Structures: Offshore Pile Design.
   Google Scholar
• Lee, J., T. S. Yun, D. Lee, and J. Lee. 2013. Assessment of K0 Correlation to Strength for Granular Materials. Soils and Foundations 53 (4): 584–595. doi:10.1016/j.sandf.2013.06.009.
   Web of Science ®Google Scholar
• 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:10.1139/t67-012.
   Google Scholar
• Lees, G. 1964. A New Method for Determining the Angularity of Particles. Sedimentology 3 (1): 2–21. doi:10.1111/j.1365-3091.1964.tb00271.x.
   Web of Science ®Google Scholar
• Liu, M., and Y. Gao. 2017. Constitutive Modeling of Coarse-Grained Materials Incorporating the Effect of Particle Breakage on Critical State Behavior in a Framework of Generalized Plasticity. International Journal of Geomechanics 17 (5): 04016113. doi:10.1061/(ASCE)GM.1943-5622.0000759.
   Web of Science ®Google Scholar
• Liu, T., H. Chen, R. M. Buckley, V. S. Quinteros, and R. J. Jardine. 2019. Characterisation of Sand-Steel Interface Shearing Behaviour for the Interpretation of Driven Pile Behaviour in Sands. E3S Web of Conferences 92: 13001. doi:10.1051/e3sconf/20199213001.
   Google Scholar
• Man, S., and R. C.-K. Wong. 2017. Compression and Crushing Behavior of Ceramic Proppants and Sand under High Stresses. Journal of Petroleum Science and Engineering 158: 268–283. doi:10.1016/j.petrol.2017.08.052.
   Web of Science ®Google Scholar
• Marsal, R. J. 1967. Large Scale Testing of Rockfill Materials. Journal of the Soil Mechanics and Foundations Division 93 (2): 27–43. doi:10.1061/JSFEAQ.0000958.
   Google Scholar
• Miao, G., and D. Airey. 2013. Breakage and Ultimate States for a Carbonate Sand. Géotechnique 63 (14): 1221–1229. doi:10.1680/geot.12.P.111.
   Web of Science ®Google Scholar
• Miura, N., and O. Sukeo. 1979. Particle-Crushing of a Decomposed Granite Soil under Shear Stresses. Soils and Foundations 19 (3): 1–14. doi:10.3208/sandf1972.19.3_1.
   Google Scholar
• Miura, N., and T. Yamamoto. 1976. Particle-Crushing Properties of Sands under High Stresses. Technology Reports of the Yamaguchi University 1 (4): 439–447.
   Google Scholar
• 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:10.3208/sandf.43.4_47.
   Web of Science ®Google Scholar
• Motallebiyan, A., M. Bayat, and B. Nadi. 2020. Analyzing the Effects of Soil-Structure Interactions on the Static Response of Onshore Wind Turbine Foundations Using Finite Element Method. Civil Engineering Infrastructures Journal 53 (1): 189–205.
   Web of Science ®Google Scholar
• Muir Wood, D., and K. Maeda. 2008. Changing Grading of Soil: Effect on Critical States. Acta Geotechnica 3 (1): 3–14.
   Google Scholar
• Mun, W., and J. S. McCartney. 2017. Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures. Journal of Geotechnical and Geoenvironmental Engineering 143 (10): 04017071. doi:10.1061/(ASCE)GT.1943-5606.0001770.
   Web of Science ®Google Scholar
• Nauroy, J. F., F. Brucy, and P. Le Tirant. 1985. Static and cyclic load tests on a drilled and grouted pile in calcareous sand.
   Google Scholar
• Nauroy, J. F., F. Brucy, and P. Le Tirant. 1988. Skin Friction of Piles in Calcareous Sands. In Proc. lst Int. Conf. on Calcareous Sediments, Perth, Australia, Vol.1, 239–244.
   Google Scholar
• Nauroy, J. F., F. Brucy, P. Le Tirant, and J. P. Kervadec. 1986. Design and installation of piles in calcareous formations. Paper presented at the Proceedings of the 3rd International Conference on Numerical Methods in Offshore Piling, Nantes, France.
   Google Scholar
• Nauroy, J. F., and P. Le Tirant. 1983. Model Tests of Piles in Carbonate Sands. Paper presented at the Proceedings of ASCE Specialty Conference on Geotechnical Practice in Offshore Engineering.
   Google Scholar
• Noorany, I. 1985. Side friction of piles in calcareous sands. Paper presented at the International conference on soil mechanics and foundation engineering. 11.
   Google Scholar
• Oldecop, L. A., and E. E. Alonso. 2001. A Model for Rockfill Compressibility. Géotechnique 51 (2): 127–139. doi:10.1680/geot.2001.51.2.127.
   Web of Science ®Google Scholar
• 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:10.1139/cgj-2014-0079.
   Web of Science ®Google Scholar
• Potyondy, J. G. 1961. Skin Friction between Various Soils and Construction Materials. Geotechnique 11 (4): 339–353. doi:10.1680/geot.1961.11.4.339.
   Google Scholar
• Poulos, H. G., and F. K. Chan. 1986. Model Pile Skin Friction in Calcareous Sand. Geotechnical Engineering 17 (2): 235–257.
   Google Scholar
• Procter, D., and C. Merrifield. 2005. A Carbonate Sand Particle Crushing under Monotonic Loading. International Journal of Civil Engineering 3 (3): 140–151.
   Google Scholar
• Ramadan, M. I., and M. Meguid. 2020. Behavior of Cantilever Secant Pile Wall Supporting Excavation in Sandy Soil considering Pile-Pile Interaction. Arabian Journal of Geosciences 13 (12): 1–13. doi:10.1007/s12517-020-05483-8.
   Web of Science ®Google Scholar
• Rui, S., L. Wang, Z. Guo, X. Cheng, and B. Wu. 2021. Monotonic Behavior of Interface Shear between Carbonate Sands and Steel. Acta Geotechnica 16 (1): 167–187. doi:10.1007/s11440-020-00987-9.
   Web of Science ®Google Scholar
• Sadek, M., M. Hussein, F. H. Chehade, and A. Arab. 2020. Influence of Soil–Structure Interaction on the Fundamental Frequency of Shear Wall Structures. Arabian Journal of Geosciences 13 (17): 1–8. doi:10.1007/s12517-020-05872-z.
   Web of Science ®Google Scholar
• Samanta, M., P. Punetha, and M. Sharma. 2018. Influence of Surface Texture on Sand–Steel Interface Strength Response. Géotechnique Letters 8 (1): 40–48. doi:10.1680/jgele.17.00135.
   Web of Science ®Google Scholar
• Shahnazari, H., and R. Rezvani. 2013. Effective Parameters for the Particle Breakage of Calcareous Sands: An Experimental Study. Engineering Geology 159: 98–105. doi:10.1016/j.enggeo.2013.03.005.
   Web of Science ®Google Scholar
• Shahnazari, H., M. A. Tutunchian, R. Rezvani, and F. Valizadeh. 2013. Evolutionary-Based Approaches for Determining the Deviatoric Stress of Calcareous Sands. Computers & Geosciences 50: 84–94. doi:10.1016/j.cageo.2012.07.006.
   Web of Science ®Google Scholar
• Shahnazari, H., Y. Jafarian, M. A. Tutunchian, and R. Rezvani. 2016. Undrained Cyclic and Monotonic Behavior of Hormuz Calcareous Sand Using Hollow Cylinder Simple Shear Tests. International Journal of Civil Engineering 14 (4): 209–219. doi:10.1007/s40999-016-0021-6.
   Google Scholar
• Shariatmadari, N., M. Norouzi, A. S. Javadi, and M. Alizadeh. 2020. Geotechnical Behaviour of the Carbonate Sand-Granulated Tire Mixture.
   Google Scholar
• Shen, Y., Y. Zhu, H. Liu, A. Li, and H. Ge. 2018. Macro-Meso Effects of Gradation and Particle Morphology on the Compressibility Characteristics of Calcareous Sand. Bulletin of Engineering Geology and the Environment 77 (3): 1047–1055. doi:10.1007/s10064-017-1157-6.
   Web of Science ®Google Scholar
• Tatsuoka, F. 2005. Effects of Viscous Properties and Ageing on the Stress-Strain Behaviour of Geomaterials. In Geomechanics: Testing, Modeling, and Simulation (pp. 1–60). doi:10.1061/40797(172)1.
   Google Scholar
• Uesugi, M., H. Kishida, and Y. Tsubakihara. 1988. Behavior of Sand Particles in Sand-Steel Friction. Soils and Foundations 28 (1): 107–118. doi:10.3208/sandf1972.28.107.
   Google Scholar
• Varadarajan, A., K. G. Sharma, K. Venkatachalam, and A. K. Gupta. 2003. Testing and Modeling Two Rockfill Materials. Journal of Geotechnical and Geoenvironmental Engineering 129 (3): 206–218. doi:10.1061/(ASCE)1090-0241(2003)129:3(206).
   Web of Science ®Google Scholar
• Wang, X., X. Z. Wang, C. Q. Zhu, and Q. S. Meng. 2019. Shear Tests of Interfaces between Calcareous Sand and Steel. Marine Georesources & Geotechnology 37 (9): 1095–1104. doi:10.1080/1064119X.2018.1529845.
   Web of Science ®Google Scholar
• Wood, D. M., and K. Maeda. 2008. Changing Grading of Soil: effect on Critical States. Acta Geotechnica 3 (1): 3–14. doi:10.1007/s11440-007-0041-0.
   Web of Science ®Google Scholar
• Xiao, Y., Z. Yuan, J. Chu, H. Liu, J. Huang, S. N. Luo, S. Wang, and J. Lin. 2019. Particle Breakage and Energy Dissipation of Carbonate Sands under Quasi-Static and Dynamic Compression. Acta Geotechnica 14 (6): 1741–1755. doi:10.1007/s11440-019-00790-1.
   Web of Science ®Google Scholar
• Xiao-yan, Z., C. A. I. Yan-yan, W. Zhen-bo, and J. Yun-qian. 2018. Fractal Breakage and Particle Shape Analysis for Coral Sand Under High-Pressure and One-Dimensional Creep Conditions. Rock and Soil Mechanics 39 (5): 1573–1580.
   Google Scholar
• Xu, L.-J., X.-z. Wang, R. Wang, C.-q. Zhu, and X.-p. Liu. 2022. Physical and Mechanical Properties of Calcareous Soils: A Review. Marine Georesources & Geotechnology 40 (6): 751–766.
   Google Scholar
• Yang, Z. X., R. J. Jardine, B. T. Zhu, P. Foray, and C. D. H. C. Tsuha. 2010. Sand Grain Crushing and Interface Shearing during Displacement Pile Installation in Sand. Géotechnique 60 (6): 469–482. doi:10.1680/geot.2010.60.6.469.
   Web of Science ®Google Scholar
• Zhang, X., and B. A. Baudet. 2013. Particle Breakage in Gap-Graded Soil. Géotechnique Letters 3 (2): 72–77. doi:10.1680/geolett.13.00022.
   Web of Science ®Google Scholar
• Zhao, C., Y. Wu, C. Zhao, Q. Zhang, F. Liu, and F. Liu. 2019. Pile Side Resistance in Sands for the Unloading Effect and Modulus Degradation. Materiales de Construcción 69 (334): 185. doi:10.3989/mc.2019.03718.
   Web of Science ®Google Scholar
• Zheng, J., H. He, and H. Alimohammadi. 2021. Three-Dimensional Wadell Roundness for Particle Angularity Characterization of Granular Soils. Acta Geotechnica 16 (1): 133–149. doi:10.1007/s11440-020-01004-9.
   Web of Science ®Google Scholar