1. Lentini, V. and Castelli, F. (2019). “Liquefaction Resistance of Sandy Soils from Undrained Cyclic Triaxial Tests”. Geotechnical and Geological Engineering, 37, pp. 201-216.
2. Arabani, M. and Pirouz, M. (2019). “Liquefaction prediction using rough set theory”. Scientia Iranica, 26(2), pp. 779-788.
3. Mazaheri, A.R. and Nasiri, M. (2020). “Liquefaction behavior of stabilized sand using clay – A case study: Dorood liquefied sand investigation”. Journal of Hydraulic Structures, 6(4), pp. 33-46.
4. Hajiazizi, M. and Nasiri, M. (2019). “Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogrid Encased Stone Column”. Civil Engineering Infrastructures Journal, 52(1), pp. 85-100. 10.22059/ceij.2019.253069.1468.
5. Hajiazizi, M. Nemati, E. Nasiri, M. Bavali, M. and Sharifipour, M. (2020). “Optimal location of stone column for stabilization of sand slope: An experimental and 3D numerical investigation”. Scientia Iranica, 27(1), pp. 115-116. 10.24200/SCI.2018.20331
6. Mazaheri, A.R. Paknahad, M. Nasiri, M. and Hajiazizi, M. (2021). “Limit Analysis, Numerical, and Physical Modeling of Pile Stabilized Slopes using Image Processing Analyses”. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 45, pp. 891-900. https://doi.org/10.1007/s40996-021-00581-3.
7. Holmes, A. (1978). “Principles of physical geology”. Sunbury on the Thames, Nelson, London, p. 730.
8. Brandes, H.G. (2011). “Simple shear behavior of Calcareous and Quartz sands”. Geotechnical and Geological Engineering, 29, pp. 113-126.
9. Chen, Y.P. (1985). “Liquefaction potential of coral sand”. M.S. Thesis, Department of Civil Engineering, Colorado State University, Fort Collins, Colorado.
10. Morioka, B.T. and Nicholson, P.G. (2000). “Evaluation of the liquefaction potential of calcareous sand”. In Proceedings of the 10th International Offshore and Polar Engineering Conference, Brest, France, Vol. 2, pp. 494-500.
11. Nicholson, P.G. (2006). “Liquefaction evaluation discrepancies in tropical lagoonal soils”. Geotechnical and Geological Engineering, 24(5), pp.1259-1269.
12. McClelland, B. (1988). “Calcareous sediments: an engineering enigma”. In Proceedings of the International Conference on Calcareous Sediments, Perth, Vol. 2, pp. 777-784.
13. Brandes, H.G. and Seidman, J. (2008). “Dynamic and static behavior of calcareous sands”. In Proceedings of the 18th international offshore and polar engineering conference, Vancouver, B.C, Canada, pp. 573-578.
14. Sandoval, E.A. Pando, M.A. and Olgun, C.G. (2011). “Liquefaction susceptibility of a calcareous sand from Southwest Puerto Rico”. In Proceedings of the 5th International conference on earthquake geotechnical engineering, Santiago, Chile, Paper No. LSOSA.
15. Shahnazari, H. Jafarian, Y. Tutunchian, M. and Rezvani, R. (2016). “Undrained cyclic and monotonic behavior of Hormuz calcareous sand using hollow simple shear tests”. International Journal of Civil Engineering, 14, pp. 209-219.
16. Rouholamin, M. Lombardi, D. and Bhattacharya, S. (2022). “Experimental investigation of transient bending moment of piles during seismic liquefaction”. Soil Dynamics and Earthquake Engineering, 157, 107251.
17. Yuan, J. Wang, Y. Zhan, B. Yuan, X. Wu, X. and Ma, J. (2022). “Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China”. Soil Dynamics and Earthquake Engineering, 155, 107191.
18. Bwambale, B. and Fahey, Andrus, R.D. Heidari, T. Gathro, J. and Cramer, C.H. (2022). “Influence of source-to-site distance and diagenesis on liquefaction triggering of 200,000-year-old beach sand”. Engineering Geology, 298, 106557.
19. Shahnazari, H. Jafarian, Y. Tutunchian, M. and Rezvani, R. (2016). “Probabilistic assessment of liquefaction occurrence in calcareous fill materials of Kawaihae Harbor, Hawaii”. International Journal of Geomechanics, 16(6), pp. 1-12.
20. Salem, M. Elmamlouk, H. and Agaiby, S. (2013). “Static and cyclic behavior of North Coast calcareous sand in Egypt”. Soil Dynamics and Earthquake Engineering, 55, pp. 83-91.
21. Rollins, K.M. Nicholson, P. Lane, J.D. and Rollins, R.E. (2004). “Liquefaction hazard assessment using controlled-blasting techniques”. In Proceedings, 11th International Conference on Soil Dynamics and Earthquake Engineering and 3rd International Conference on Earthquake Geotechnical Engineering, Vol. 2, pp. 630-637.
22. Mejia, L.H. and Yeung, M.R. (1995). “Liquefaction of coralline soils during the 1993 Guam earthquake. earthquake-induced movements and seismic remediation of existing foundations and abutments”. Geotechnical Special Publication, No. 55, ASCE, pp. 33-48.
23. Vahdani, S. Pyke, R. and Siriprusanen, U. (1994). “Liquefaction of calcareous sands and lateral spreading experienced in Guam as a result of the 1993 Guam Earthquake”. In 5th U.S.- Japan workshop on Earthquake resistant design of lifeline facilities and countermeasures against soil liquefaction, Snowbird, UT, United States, pp. 117-134.
24. Mazaheri, A.R. Komasi, M. Veisi, M. and Nasiri, M. (2021). “Dynamic Analysis of Earth Dam using Numerical Method – A Case Study Doyraj Earth Dam”. Acta Geotechnica Slovenica, 1, pp. 65-78. https://doi.org/10.18690/actageotechslov.18.1.65-78.2021.
25. Nasiri, M. Hajiazizi, M. Pornkasem, J. and Mazaheri, A.R. (2022). “Impact of natural environment on sand aging under static and dynamic conditions”. Granular Matter, 24, 47.
26. Shahnazari, H. and Rezvani, R. (2013). “Effective parameters for the particle breakage of calcareous sands: an experimental study”. Engineering Geology, 159, pp. 98-105.
27. Shahnazari, H. Tutunchian, M.A. Rezvani, R. and Valizadeh, F. (2013). “Evolutionary-based approaches for determining the deviatoric stress of calcareous sands”. Computers and Geoscience, 50, pp. 84-94.
28. Amer, M.I. Kovacs, W.D. and Aggour, M.S. (1987). “Cyclic simple shear size effects”. Journal of Geotechnical Engineering, 113(7), pp. 693-707.
29. El Mohtar, C. Nakamura, Y. and Kwan, W.S. (2018) “Comparison of measured cyclic resistance of sand the in the simple shear test under constant volume versus constant total vertical stress conditions”. Geotechnical Earthquake Engineering and Soil Dynamics V GSP 293, pp. 141-149.
30. Monkul, M.M. Gültekin, C. Gülver, M. Akin, O. and Eseller-Bayat, E. (2015). “Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading”. Soil Dynamics and Earthquake Engineering, 75, pp. 27-36.
31. Thian, S.Y. and Lee, C.Y. (2018). “Simplified Constant Volume Simple Shear Tests on Clay”. KSCE Journal of Civil Engineering, 22, pp. 2834-2842.
32. Hubler, J.F. Athanasopoulos-Zekkos, A. and Zekkos, D. (2018). “Monotonic and cyclic simple shear response of gravel-sand mixtures”. Soil Dynamics and Earthquake Engineering, 115, pp. 291-304.
33. Park, S.S. Nong, Z.Z. and Lee, D.E. (2020). “Effect of vertical effective and initial static shear stresses on the liquefaction resistance of sands in cyclic direct simple shear tests”. Soils and Foundations, 60(6), pp. 1588-1607.
34. Porcino, D. Marciano V. Granata, R. (2015). “Cyclic liquefaction behavior of a moderately cemented grouted sand under repeated loading”. Soil Dynamics and Earthquake Engineering, 79, pp. 36-46.