[1] Giyasi V, Vali Rastin Sh. Study of Problematic Soils and Proposing New Stabilization Solutions. The 4th National Conference on Geotechnical Engineering of Iran, Tehran. 2019. [In Persian]

[2] Firouzeh Y, Majidi A, Lashkari Pour Gh, Ghafari M, Haji Pour Alamdari G. Investigation of the Corrosive Potential of Marl Soils around Qom City. The 2nd National Conference on Soil Mechanics and Foundation Engineering, Qom. 2015. [In Persian]

[3] Khodaparast M, Akhavat M. A Review of the Effect of Additives on Marl Soils. The 3rd National Conference on Modern Research in Engineering and Applied Sciences, Boroujerd. 2021. [In Persian]

[4] Pettijohn FJ. Sedimentary Rocks. 3rd ed. Harper and Row; 1975. p. 628.

[5] Alizadeh A, Buzari S, Sattarzadeh Y, Pourkermani M. Engineering geology and geotechnical characterization of Tabriz Metro Line 2, Iran. Springer Nature; 2021. doi: 10.1007/s42452-021-04535-2.

[6] Athanasopoulos G, Grizi A, Zekkos D, Founta P, Zisimatou E. Municipal solid waste as a reinforced soil: Investigation using synthetic waste. ASCE-Geoinstitute Geocongress 2008: Geotechnics of Waste Management and Remediation; 2008. p. 168-75. doi: 10.1061/40970(309)21

[7] Khademalrasoul, A., & Ghorbani, H. (2024). Consolidation Behavior of the Petroleum Hydrocarbon Contaminated Soil Treated with Polypropylene. Civil Infrastructure Researches, 10(1), 15-31. doi: 10.22091/CER.2023.9636.1492

[8] Ansar Shourijeh, A., Raeesi Estabragh, A., & Amini, M. (2023). Effect of Magnesium Oxide and Lime on the Improvement a Clay Soil Contaminated with MTBE. Civil Infrastructure Researches, 9(1), 29-45. doi: 10.22091/CER.2022.8328.1409‏

[9] Taherian, A., Yazdi, M., Danaei, I., & Zad, A. (2023). Effect of Surfactant on Cleaning of Diesel Contaminated Clay Soil Using Electrokinetic Process and Determining the Uniaxial Resistance of Clay after Cleaning. Civil Infrastructure Researches, 9(1), 105-119. 10.22091/CER.2022.8264.1403‏

[10] Rodrigues RA, de Lello JA. Influence of domestic sewage leakage on the collapse of tropical soils. Bull Eng Geol Environ. 2007; 66:215–23. doi: 10.1007/s10064-006-0065-y 

[11] Agnelli N. Comportamento de um solo colapsível inundado com líquidos de diferentes composicoes químicas. Tese (Doutorado em Geotecnia). Escola de Engenharia de Sao Carlos, Universidade de Sao Paulo, Sao Carlos; 1997. p. 205. doi: 10.11606/T.18.2018.tde-06042018-160823 

[12] Sharo AA, Baraa’H D. Optimizing the impact of detergents contamination on the geotechnical properties of soils. Procedia Manufacturing. 2020; 44:615-22. doi: 10.1016/j.promfg.2020.02.248 

[13] Das P, Patel O, Bhuyan J, Mishra M. Effect of Leaching of Pollutants from Municipal Sewage Sludge and Solid Waste on the Geotechnical Properties of Cohesive Soils. J Xi'an Univ Archit Technol. 2020; XII(V):2433-45.

[14] Ahmadi MM, Hassanlouzadeh M, Khatami SMH. Investigation of the Effect of Leachate pH Changes on the Physical and Mechanical Properties of Kaolinite Clay in the Presence of Bentonite. J Exp Res Civil Eng. 2015;2(1):25-33. [In Persian]

[15] Momeni M, Bayat M, Ajalloeian R. Laboratory investigation on the effects of pH-induced changes on geotechnical characteristics of clay soil. Geomechanics Geoengineering. 2022;17(1):188-96. doi: 10.1080/17486025.2020.1716084

[16] Sadeghpour MJ, Khodaparast M, Yazdandoust M. A review on previous studies about geotechnical properties changes of soils influenced by landfill leachate and urban wastewater. In: Proceedings of the 3rd International Conference on Architecture, Civil Engineering, Urban Development, Environment and Islamic Art Horizons in the Statement of the Second Step of the Revolution; 2023; Tabriz, Iran. Available from: https://civilica.com/doc/1960463

[17] Taukoor V, Rutherford CJ, Olson SM. Post-cyclic behavior of a Gulf of Mexico clay. In: Geotechnical Earthquake Engineering and Soil Dynamics V; 2018 Jun 10-13; Austin, TX. Reston (VA): ASCE; 2018. p. 345–56. doi:10.1061/9780784481486.03.

[18] Bedr S, Mezouar N, Verrucci L, Lanzo G. Investigation on shear modulus and damping ratio of Algiers marls under cyclic and dynamic loading conditions. Bull Eng Geol Environ. 2019; 78:2473–93. doi:10.1007/s10064-018-1310-x

[19] Ebrahimi MJ, Yazdandoust M, Khodaparast M. Cyclic and post-cyclic behavior of Qom marl, Iran. Soil Dyn Earthq Eng [Internet]. 2025 [cited 2025 Apr 24]; 192:109209. doi: 10.1016/j.soildyn.2025.109209

[20] Hasan AB, Ismail NY, Chuo Y, Lee LJ. Cyclic simple shear behavior of a tropical alluvial soil. Phys Chem Earth. 2023; 129:103305. doi: 10.1016/j.pce.2022.103305

[21] Irani R, YazdanDoust M, Shahvardi MR. Effect of Leachate on Dynamic Parameters of Clay Soils. Sharif J Civil Eng. 2023;39(4):65-74. doi: 10.24200/j30.2023.61511.3182 

[22] Lu Y, Chen J, Huang J, Feng L, Yu S, Li J, et al. Post-Cyclic Mechanical Behaviors of Undisturbed Soft Clay with Different Degrees of Reconsolidation. Appl Sci. 2021; 11:7612. doi: 10.3390/app11167612

[23] Standard 2800. Building Design Code for Earthquake Resistance. 4th ed. 2014. p. 160.

[24] ASTM D422-63. (2007). “Standard Test Method for Particle-Size Analysis of Soils". ASTM International West Conshohocken PA.

[25] ASTM-D4318. (2018). “Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils”. ASTM International West Conshohocken, PA

[26] ASTM D854-14. (2010). "Standard test methods for specific gravity of soil solids by water pycnometer."

[27] ASTM-D698. (2021). “Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort”.

[28] ASTM D1556-07. (2007). "Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method". ASTM International West Conshohocken, PA.

[29] BS EN13925-2. (2003). "Non-destructive testing. X-ray diffraction from polycrystalline and amorphous materials Procedures".

[30] Jafari A. Investigation of the Effect of Domestic Sewage on the Properties of Marl Soil in Qom City. MSc Thesis in Geotechnical Engineering, Qom University; 2022. 

[31] Moeini E. Study of Shear Behavior of Soil under Enzyme-Based Detergents. MSc Thesis in Soil and Foundation Engineering, Shahrood University of Technology; 2022. 

[32] ASTM D6528-24. Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Fine-Grained Soils. 2024. doi: 10.1520/D6528-24

[33] Sohrabi Bidar A, Jasempour L. Study of the Effect of Deep Alluvial Deposits on One-Dimensional Seismic Response in Qom City. J Earth Space Phys. 2013;39(3):15-31. doi: 10.22059/jesphys.2013.35596 

[34] Stafford PJ, Bommer JJ. Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion. Soil Dyn Earthquake Eng. 2009; 29:1425–36. doi: 10.1016/j.soildyn.2009.05.001 

[35] Seed HB, Idriss IM. Soil Moduli and Damping Factors for Dynamic Response Analyses. Report No. EERC 70-10, December 1970. p. 41. 

[36] Liao S, Whitman R. Overburden Correction Factors for SPT in Sand. Eng Geol. 1986;112(3):373-87. doi: 10.1061/(ASCE)0733-9410(1986)112:3(373) 

[37] Atkinson JH, Lau WHW, Powell JJ. Measurement of soil strength in simple shear tests. Can Geotech J. 1991;28(2):39-48. doi: 10.1016/0148-9062(92)91110-q 

[38] Park D, Kishida T. Shear modulus reduction and damping ratio curves for earth core materials of dams. Can Geotech J. 2019;56(1):14–22. doi:10.1139/cgj-2017-0529

[39] Gao HM, Li X, Wang ZH, Stuedlein AW, Wang Y. Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains. Geosynth Int. 2019;26(4):436–50. doi:10.1680/jgein.19.00029

[40] Upreti K, Leong EC. Effect of mean grain size on shear modulus degradation and damping ratio curves of sands. Géotechnique. 2021;71(3):205–15. doi:10.1680/jgeot.18.P.169

[41] Lee CJ, Sheu SF. The stiffness degradation and damping ratio evolution of Taipei Silty Clay under cyclic straining. Soil Dyn Earthq Eng. 2007;27(8):730–40. doi: 10.1016/j.soildyn.2006.12.008

[42] Ouhadi VR. The Role of Marl Component and Ettringite on the Stability of Stabilized Marl. PhD Thesis, McGill University, Montreal, Canada; 1997.

[43] Saleh SY, Yunus M. Effect of Confining Pressure and Loading Frequency on Dynamic Characteristics of Batu Pahat Marine Clay. Nat Conf Wind Earthquake Eng. 2021;684. doi: 10.1088/1755-1315/682/1/012022

[44] Rakesh JP, Nazeeh KM, Robinson RG. Post-Cyclic Behaviour of Clayey Soil. Indian Geotech J. 2013; 44:39-48. doi: 10.1007/s40098-013-0042-x