Abstract
An experimental investigation was carried out on the two originally different calcareous sands to obtain the effect of particle size distribution on the shear responses of granular soils in this study. Triaxial compression tests were performed on the reconstituted samples of calcareous soils obtained from different locations of the Persian Gulf, including Hormuz Island sand and Bushehr Port sand. To evaluate the effect of the particle size distribution on the mechanical behavior of the two calcareous sands, similar samples were prepared by changing the original gradation curves. In other words, the specimens of Hormuz Island sand were prepared by the original gradation curve of Bushehr Port sand and the specimens of Bushehr Port sand were prepared by the original gradation curve of Hormuz Island sand. The result showed that Hormuz Island sand has higher strength in both original and artificial gradation curves compared to Bushehr Port sand. The particle size distribution can change the stress–strain behavior of soil materials. The results also showed that soils with bigger particles are more likely to break.
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This manuscript has associated data in a data repository. [Authors’ comment: Data will be available with reasonable request.]
Change history
09 November 2021
A Correction to this paper has been published: https://doi.org/10.1140/epjp/s13360-021-02114-3
References
B. McClelland Calcareous sediments: an engineering enigma. Proceeding of the first International Conference on Calcareous Sediments, Perth, Australia (1988)
X.Z. Wang, Y.Y. Jiao, R. Wang, M.J. Hu, Q.S. Meng, F.Y. Tan, Engineering characteristics of the calcareous Sand in Nansha Islands, South China Sea. Eng. Geol. 120, 40–47 (2011)
A. Holmes, Principles of physical geology. Sunbury-on-Thames. Nelson. London. pp. 730 (1978)
M. Hyodo, N. Aramaki, M. Itoh, A.F.L. Hyde, Cyclic strength and deformation of crushable carbonate sand. Soil Dyn. Earthq. Eng. 15(5), 331–336 (1996)
S. Sharma, M. Ismail, Monotonic and cyclic behavior of two calcareous soils of different origins. J. Geotechnical Geoenviron. Eng. 132(12), 1581–1591 (2006)
H. Wei, C. Dano, P. Hicher Experiments on a calcareous rockfill using a large triaxial cell. Soil behavior and geo-micromechanics, American Society of Civil Engineers: 255-260 (2010)
M. Hassanlourad, H. Salehzadeh, H. Shahnazari, Undrained triaxial shear behavior of grouted carbonate sands. Int. J. Civil Eng. 9(4), 307–314 (2011)
H. Brandes, Simple shear behavior of calcareous and quartz sands. Geotech. Geol. Eng. 29(1), 113–126 (2011)
V. Fioravante, D. Giretti, M. Jamiolkowski, Small strain stiffness of carbonate Kenya Sand. Eng. Geol. 161, 65–80 (2013)
H. Shahnazari, H. Salehzadeh, R. Rezvani, Y. Dehnavi, The effect of shape and stiffness of originally different marine soil grains on their contractive and dilative behavior. KSCE J. Civ. Eng. 18(4), 975–983 (2014)
H. Shahnazari, R. Rezvani, M.A. Tutunchian, Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests. Soil Dyn. Earthq. Eng. 124, 162–171 (2019)
M. Fatemiaghda, H. Shahnazari, H.R. Karami, M. Talkhablu, Effect of texture of carbonate soils in South Iran coasts on aggregate crushing. Mar. Georesour. Geotechnol. 35(7), 986–998 (2017)
R. Rezvani, Shearing response of geotextile-reinforced calcareous soils using monotonic triaxial tests. Mar. Georesour. Geotechnol. 38(2), 238–249 (2020)
R. Rezvani, M.A. Tutunchian, H. Shahnazari, Methods for estimating the post-cyclic settlement of Hormuz Island calcareous sand: an experimental study. Eur. Phys. J. Plus 135(3), 273 (2020)
R. King, M. Lodge North West shelf development, the foundation engineering challenge. International Conference on Calcareous Sediments. Perth. Australia. 2 (1988)
D. Airey, Triaxial testing of naturally cemented carbonate soil. J. Geotechnical Eng. 119, 1379 (1993)
Y. Dehnavi, H. Shahnazari, H. Salehzadeh, R. Rezvani, Compressibility and undrained behavior of Hormuz calcareous sand. Electron. J. Geotechnical Eng. 15, 1684–1702 (2010)
H. Shahnazari, R. Rezvani, M.A. Tutunchian, Experimental study on the phase transformation point of crushable and noncrushable soils. Mar. Georesour. Geotechnol. 35(2), 176–185 (2017)
T.B. Celestino, J.K. Mitchell, Behavior of carbonate sands for foundations of offshore structures. Proceeding, Brazil offshore ’83, Rio de Janeiro, pp. 85–102 (1983)
M. Coop, The mechanics of uncemented carbonate sands. Geotechnique 40(4), 607–615 (1990)
R. Rezvani, H. Shahnazari, H. Salehzadeh, Y. Dehnavi The comparison of monotonic behaviors of two different calcareous sands. First International Conference on Geotechnique, Construction Materials and Environment, Mie, Japan, Nov.21–23, Vol. 1 (2011)
H. Shahnazari, H. Salehzadeh, R. Rezvani, M. A. Tutunchian The mechanical behavior of two calcareous and siliceous sands: an experimental study. 15th International Conference on Experimental Mechanics, Porto, Portugal (2012)
H. Shahnazari, Y. Jafarian, M.A. Tutunchian, R. Rezvani, Undrained cyclic and monotonic behavior of Hormuz calcareous sand using hollow cylinder simple shear tests. Int. J. Civil Eng. 14, 209–219 (2016)
M. Zokaei, M. Karimpour-Fard, R. Rezvani, Compressibility behavior and lateral earth pressure of a marine soil mixed with tire crumbs. Marine Georesour. Geotechnol. 39(5), 600–609 (2020)
M.R. Coop, D.W. Airey, Carbonate sands, in Characterisation and engineering properties of natural soils. ed. by T.S. Tan, K.K. Phoon, D.W. Hight, S. Leroueil (A.A. Balkema, Rotterdam, 2003)
P.G. Fookes The geology of carbonate soils and rocks and their engineering characterization and description. In: Perth, Jewell, Khorshid (Eds.), Engineering of Calcareous Sediments, pp. 787–806 (1988)
H. Shahnazari, M.A. Tutunchian, R. Rezvani, F. Valizadeh, Evolutionary-based approaches for determining the deviatoric stress of calcareous sands. Comput. Geosci. 50, 84–94 (2013)
M. Hyodo, N. Aramaki, Y. Nakatay, S. Inoue, A.F.L. Hyde, Particle Crushing and Undrained Shear Behaviour of Sand: Cupertino (ETATS-UNIS, International Society of Offshore and Polar Engineers, CA, 1999)
B.O. Hardin, Crushing of soil particles. J. Geotechnical Eng. 111(10), 1177–1192 (1985)
P.V. Lade, J.A. Yamamuro, P.A. Bopp, Significance of particle crushing in granular materials. J. Geotechnical Eng. 122(4), 309–316 (1996)
H. Shahnazari, R. Rezvani, Effective parameters for the particle breakage of calcareous sands: an experimental study. Eng. Geol. 159, 98–105 (2013)
H.F. Aghajani, H. Salehzadeh, R. Rezvani, Energy equilibrium during crushing of sandy soils under isotropic compression. Arab. J. Sci. Eng. 41(4), 1531–1542 (2016)
BSI (British Standards Institute), 1990. BS1377: Part 3 Chemical and Electro-chemical Tests. BSI, London
H. Shahnazari, M. Fatemiaghda, H.R. Karami, M. Talkhablou, Effects of texture and carbonate content on internal friction angle for soils of northern coasts of Persian Gulf. J. Eng. Geol. 14(5), 113–138 (2021)
A.W. Bishop, D.J. Henkel, The Measurement of Soil Properties in the Triaxial Test (E. Arnold, London, 1957), p. 190
R. Ladd, Preparing test specimens using undercompaction. ASTM Geotech. Test. J. 1(1), 16–23 (1978)
K.L. Lee, I. Farhoomand, Compressibility and crushing of granular soil in anisotropic triaxial compression. Can. Geotech. J. 4(1), 68–86 (1967)
M. Datta, S.K. Gulhati, G.V. Rao, Crushing of calcareous sands during shear. Offshore Technology Conference. Houston, Texas, Offshore Technology Conference: 15 (1979)
M. Coop, K. Sorensen, T. Freitas, G. Georgoutsos, Particle breakage during shearing of a carbonate sand. Geotechnique 54(3), 157–164 (2004)
E.M. Kara, M. Meghachou, A.-B. Nabil, Contribution of particles size ranges to sand friction. Eng. Technol. Appl. Sci. Res. (ETASR) 3(4), 497–501 (2013)
G. Wibisono, S.A. Nugroho, K. Umam, The influence of sand’s gradation and clay content of direct shear test on clayey sand. IOP Conf. Ser. Mater. Sci. Eng. 316, 012038 (2018)
O. Igwe, K. Sassa, F. Wang, The influence of grading on the shear strength of loose sands in stress-controlled ring shear tests. Landslides 4, 43 (2007)
Y. F. Arifin, M. I. Saputra, Kuat Geser Sisa Campuran Lempung dan Pasir Yang di Padatkan, Prosiding Seminar Nasional Teknik Sipil 1 (SeNaTS 1), Jakarta (2015)
J. Atkinson, An Introduction to the Mechanics of Soils and Foundations: Through Critical State Soil Mechanics (McGraw-Hill BooK, UK, 1993)
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Rezvani, R., Nabizadeh, A. & Amin Tutunchian, M. The effect of particle size distribution on shearing response and particle breakage of two different calcareous soils. Eur. Phys. J. Plus 136, 1008 (2021). https://doi.org/10.1140/epjp/s13360-021-01871-5
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DOI: https://doi.org/10.1140/epjp/s13360-021-01871-5