[1] Papi M, Dehghani M, Amiri M. Investigation of the effect of heat on compressive strength and slaking of marl in southern Iran. In: 3rd National Conference on Geotechnical Engineering of Iran; 2018; Tehran, Iran. [In Persian]
[2] Aiban SA. Strength and compressibility of Abqaiq marl, Saudi Arabia. Engineering Geology. 1995; 39(3–4): 203-215. doi: 10.1016/0013-7952(95)00010-D
[3] Paaza NEA, Lamas F, Irigaray C, Chacón J. Engineering geological characterization of Neogene marls in the Southeastern Granada Basin, Spain. Engineering Geology. 1998; 50(1-2): 165-175. doi: 10.1016/S0013-7952(98)00008-8
[4] Lamas F, Irigaray C, Chacón J. Geotechnical characterization of carbonate marls for the construction of impermeable dam cores. Engineering Geology. 2002; 66(3-4): 283-294. doi: 10.1016/S0013-7952(02)00048-0
[5] Lamas F, Lamas-López F, Bravo R. Influence of carbonate content of marls used in dams: Geotechnical and statistical characterization. Engineering Geology. 2014; 177: 32-39. doi: 10.1016/j.enggeo.2014.05.007
[6] Hooshmand A, Aminfar MH, Asghari E, Ahmadi H. Mechanical and physical characterization of Tabriz Marls, Iran. Geotechnical and Geological Engineering. 2012; 30(1):219-232. doi: 10.1007/s10706-011-9464-3
[7] Sowers G, Sowers G. Introductory soil mechanics and foundations. 4th ed. New York: McMillan Publishing; 1979.
[8] Peyrowan HR, Ghayoumian J, Jafari Ardakani A, and Kazemi R. Classification and determination of erodibility indices of marls of Tehran province. Soil Conservation and Watershed Research Institute. 2014; pp. 125. [In Persian]
[9] Arifuzzaman Md, Najjar M, Mahmud MN, Saiful Islam ABM, Khan M, Ali MM. Enhancing the properties of marl soils for effective construction in Saudi Arabian region. Engineering Journal. 2017; 21(4): 111-126. doi: 10.4186/ej.2017.21.4.111
[10] Kirboga S, Oner M. Removal of Cu (II) From Aqueous Solution with Precipitated Calcium Carbonate. Paper presented at the CORROSION 2016, Vancouver, British Columbia, Canada, March 2016.
[11] Kermani M, Ebadi T. The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil and Sediment Contamination: An International Journal. 2012; 21(5): 655-671. doi: 10.1080/15320383.2012.672486
[12] Puri VK. Geotechnical Aspects of Oil-Contaminated Sands. Journal of Soil Contamination. 2000; 9(4): 359-374. doi: 10.1080/10588330091134301
[13] Carey FA, Giuliano RM. Organic Chemistry. McGraw-Hill Education, New York, NY, USA. 2017.
[14] Hashemi Nejad H, Moradi Khanqahi M. Refinement of soil contaminated with used motor oil using microwave thermal energy and manganese dioxide as a wave absorber. Proceedings of the First Conference on New Findings in Environment and Agricultural Ecosystems. 2014. [In Persian]
[15] Fookes PG, Higginbottom IE. The classification and description of near-shore carbonate sediments for engineering purposes. Geotechnique.1975; 25(2): 406-411. doi: 10.1680/geot.1975.25.2.406
[16] Rajayi F, Lashkari Pour G, Nikudel MR. Laboratory study on the effect of used motor oil on geotechnical properties of soil. Ferdowsi University of Mashhad. 2012. [In Persian]
[17] Nazir AK. Effect of motor oil contamination on geotechnical properties of over consolidated clay. Alexandria Engineering Journal. 2011; 50(4): 331-335. doi: 10.1016/j.aej.2011.05.002
[18] Ojuri O, Ogundijo O. Modeling Used Engine Oil Impact on the Compaction and Strength Characteristics of a lateritic Soil. Electronic Journal of Geotechnical Engineering. 2012; 17: 3491-3501.
[19] Alsidqi H, Nisa binti I, Yieng YC, Lin JL. Cyclic simple shear behavior of a tropical alluvial soil. Physics and Chemistry of the Earth. 2023; 129: 103305. doi: 10.1016/j.pce.2022.103305
[20] Baghbani A, Costa S, Lu Y. Effects of particle shape on shear modulus of sand using dynamic simple shear testing. Arabian Journal of Geosciences. 2023; 16: 422. doi: 10.1007/s12517-023-11524-9
[21] Amiri I, Haddad A, Jafarian Y. Investigation of mechanical properties of sand stabilized with cement and zeolite using monotonic simple shear tests. Journal of Civil and Environmental Engineering. 2022; 52(2): 15-25. doi: 10.22034/jcee.2020.39108.1931 [In Persian]
[22] ASTM. ASTM D4318, standard test method for liquid limit, plastic limit and plasticity index of soils. ASTM International West Conshohocken, PA. 2005.
[23] ASTM D422-63. Standard Test Method for Particle-Size Analysis of Soils. ASTM International West Conshohocken^ ePA PA. 2007.
[24] ASTM D1556-07. Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method. ASTM International West Conshohocken, PA. 2007.
[25] ASTM D1557. Standard test methods for laboratory compaction characteristics of soil using modified effort. 2012.
[26] ASTM D854-14. Standard test methods for specific gravity of soil solids by water pycnometer.2010.
[27] ASTM D6528-07. Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Fine Grain Soils. 2016.
[28] Sohrabi Bidar A, Jasempour L. Investigation of the effect of deep alluvium on one-dimensional seismic response in Qom city. Earth and Space Physics Journal. 2013; 39(3): 15-31. doi: 10.22059/jesphys.2013.35596 [In Persian]
[29] Peter J, Stafford, Julian J, Bommer. Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion. Soil Dynamics and Earthquake Engineering. 2009; 29: 1425-1436. doi: 10.1016/j.soildyn.2009.05.001
[30] Yong RN, Rao SM. Mechanistic evaluation of mitigation of petroleum hydrocarbon contamination by soil medium. Canadian Geotechnical Journal. 1991; 28(1): 84-91. doi: 10.1139/t91-009
[31] Ratnaweera P, Meegoda JN. Shear strength and stress-strain behavior of contaminated soils. Geotechnical Testing Journal. 2006; 29 (2): 133-140. doi: 10.1520/GTJ12686
[32] Hewayde E, Abbas M, Kubba Z. Influence of engine oil on geotechnical properties of cohesive soil. International Journal of Engineering Research and Technology. 2019; 12(1): 33-41.
[33] Das BM, Sobhan K. Principles of Geotechnical Engineering. Cengage Learning. 2013.
[34] J.K. Mitchell, K. Soga. Fundamentals of Soil Behavior. John Wiley & Sons. 2005.
[35] M.B. McBride. Environmental Chemistry of Soils, Oxford University Press. 1994.
[36] Safehian H, Rajabi AM, Ghasemzadeh H. Effect of diesel-contamination on geotechnical properties of illite soil. Engineering Geology. 2018; 241: 55-63. doi: 10.1016/j.enggeo.2018.04.020
[37] Salimnezhad A, Soltani-Jigheh H, Abolhasani Soorki A. Effects of oil contamination and bioremediation on geotechnical properties of highly plastic clayey soil. Journal of Rock Mechanics and Geotechnical Engineering. 2021; 13(3): 653-670. doi: 10.1016/j.jrmge.2020.11.011
[38] Amiri M, Kalantari B, Basereh F. Microstructural examination of effects of organic crude oil pollutant on the geotechnical properties and geo-environmental of marl soil of Mishan Formation. Civil and Environmental Engineering Journal. 2024; 54(114): 1-12. doi: 10.22034/ceej.2023.55305.2224 [In Persian]
[39] Jafarzadeh F, Sadeghi H. Experimental study on dynamic properties of sand with emphasis on the degree of saturation, Soil. Dynamics and Earthquake Engineering. 2012; 32(1): 26-41. doi: 10.1016/j.soildyn.2011.08.003
[40] Ashango AA, Patra NR. Static and cyclic properties of clay subgrade stabilised with rice husk ash and Portland slag cement. International Journal of Pavement Engineering. 2014; 15(10): 906–916. doi: 10.1080/10298436.2014.893323
[41] Fernanda GF, Ferronatto D, De Castro J. Correlation between Voids Ratio and Characteristic Responses to Ultrasonic Pulses Through Sandy Soils. Journal of Materials Science Research. 2020; 9(3): 13. doi: 10.5539/jmsr.v9n3p13
[42] Yan Z, Kai Z, Yanjv P. Dynamic shear modulus and damping ratio characteristics of undisturbed marine soils in the Bohai Sea, China. Earthquake Engineering and Engineering Vibration. 2022; 21: 297–312. doi: 10.1007/s11803-022-2093-4
[43] Hosseini SMR, Naeini, SA, Hassanlourad, M. Pre- and post-cyclic behaviour of an unsaturated clayey soil contaminated with crude oil. Sadhana. 2018; 43: 204. doi: 10.1007/s12046-018-0971-2
[44] Jia YG, Wu Q, Shang H, Yang ZN, Shan HX. The influence of oil contamination on the geotechnical properties of coastal sediments in the Yellow River Delta, China. Bulletin of Engineering Geology and the Environment. 2011; 70(3): 517-525. doi: 10.1007/s10064-011-0349-8
[45] Kemp SJ, Merriman RJ, Bouch JE. Clay mineral reaction progress–the maturity and burial history of the Lias Group of England and Wales. Clay Minerals. 2005; 40(1): 43-61. doi: 10.1180/0009855054010154
ارسال نظر در مورد این مقاله