پیوندهای مفید
آمار
| تعداد نشریات | 8 |
| تعداد شماره‌ها | 423 |
| تعداد مقالات | 5,542 |
| تعداد مشاهده مقاله | 6,470,730 |
| تعداد دریافت فایل اصل مقاله | 5,541,636 |
Nanoclay Stabilization of Crude Oil Contaminated Soils | ||
| AUT Journal of Civil Engineering | ||
| مقاله 4، دوره 4، شماره 2، شهریور 2020، صفحه 175-184 اصل مقاله (842.99 K) | ||
| نوع مقاله: Research Article | ||
| شناسه دیجیتال (DOI): 10.22060/ajce.2019.15771.5550 | ||
| نویسندگان | ||
| hossein sadighi* 1؛ mohammad ali roshan zamir2 | ||
| 1Civil Engineering Department - Isfahan University of Technology(IUT) | ||
| 2Isfahan University of Technology | ||
| چکیده | ||
| Human activities can pollute not only air and water but also soil. One of the most important types of soil pollution is the contamination with oil and its products. Such contaminations are known to affect the geotechnical characteristics of soils as well as their physicochemical properties. These effects are required to be considered and remedied to ensure the safety of structures built on the contaminated soils. Stabilization of contaminated soils with cost-effective stabilizers seems to be a simple and quick approach to limit the impact of contamination. With the development of nanotechnology and its widespread use in all fields of engineering, the possible benefits of this technology for geotechnical engineering have received increasing attention. Nano montmorillonite is a nano-product obtained from clay minerals and regarded as a natural and environment-friendly stabilization material. In this research, the effects of crude oil contamination on the strength parameters of soil derived from Isfahan oil refinery site were first considered using direct shear tests. The efficiency of nanoclay stabilizer to treat the contaminated soil was then evaluated considering the nanoclay content and treatment time. The tests results showed that the stabilized samples with 2.25% nanoclay additive (as optimum content) had a significant strength recovery. Thus, the treated soil cohesion and friction angle enhanced respectively to 1.7 times and 1.2 times those of untreated soil. | ||
| کلیدواژه‌ها | ||
| CONTAMINATIONS؛ NANOCLAY؛ STABILIZATION؛ CRUDE OIL | ||
| مراجع | ||
|
[1] Wu Y, Ashlock JC, Cetin B, Satvati S, Li C, Ceylan H. Mechanistic Performance Evaluation of Chemically and Mechanically Stabilized Granular Roadways. Geo-Congress 2020 Geotech. Earthq. Eng. Spec. Top., American Society of Civil Engineers Reston, VA; 2020, p. 591–601.
[2] Satvati S, Cetin B, Ashlock JC, Ceylan H, Rutherford C. Binding Capacity of Quarry Fines For Granular Aggregates. ASCE Geo-Congress, Minneapolis: 2020.
[3] Mahedi M, Satvati S, Cetin B, Daniels JL. Chemically Induced Soil Water Repellency and the Freeze-Thaw Durability of Soils. J Cold Reg Eng 2020. https://doi.org/In Press.
[4] Satvati S, Alimohammadi H, Rowshanzamir M, Hejazi SM. Bearing Capacity of Shallow Footings Reinforced with Braid and Geogrid Adjacent to Soil Slope. Int J Geosynth Gr Eng 2020;6:1–12.
[5] Farhangi V, Karakouzian M. Effect of Fiber Reinforced Polymer Tubes Filled with Recycled Materials and Concrete on Structural Capacity of Pile Foundations. Appl Sci 2020;10:1554.
[6] Morovatdar A, Ashtiani RS, Licon C, Tirado C, Mahmoud E. Novel Framework for the Quantification of Pavement Damages in the Overload Corridors. Transp Res Rec 2020:0361198120925807.
[7] Rahai, A; Zmani, M. A; Hatami, F; Zamani, M S, 1393, “HSE management in oil and gas fields construction “, The 2th International Conference on industries and urban management, Tehran, Iran (in Persian).
[8] Fakhri, Z., Pourhoseini, R., and Ebadi T. “Improvement in the Hydraulic Properties of Kaolinite with Adding Nanoclay.” (2016): 37-44.
[9] Mohammadi, A., and Ebadi T. “Effect of Bentonite Addition on Geotechnical Properties of Oil-Contaminated Sandy Soil.” Journal of Civil Engineering and Construction 7.4 (2018): 153-153.
[10] Spence R., Shi C., “Stabilization and Solidification of Hazardous, Radioactive and Mixed Wastes”, CRC, 2004.
[11]. USEPA, “Solidification/Stabilization Resource Guide”, EPA542-B-99-002, 1999. www.epa.gov
[12]. USEPA, “Treatment Technologies for Site Cleanup: Annual Status Report (10th E.)”, EPA542-R-01-004, 2001.
[13] Golabchi M., “Nanotechnology in Architecture and Construction Engineering”, University of Tehran Publication, 2012 [14] Uddin, F. “Clays, Nanoclays, and Montmorillonite Minerals”. Metall and Mat Trans A, vol. 39, PP. 2804-2814 (2008). [15] Nanocor Technical, Nanocor Inc., IL. [16] Montmorillonite, Home Page: www.en.wikipedia.org, accessed July 9, 2007. [Online].
[17] Ebrahimi, A; A Sarrafi & M Tahmooresi, 1389, “Production of Nanoclay from a raw Montmorillonite sample”, The 2th International Conference on Composites,Tehran,iran.
[18] Zhang, G. “Soil Nanoparticles and their Influence on Engineering Properties of Soils”. in Advances in Measurement and Modeling of Soil Behavior, PP. 1-13 (2000).
[19] You, Z., et al. “Nanoclay-modified asphalt materials: Preparation and characterization”. Construction and Building Materials, vol 25, PP. 1072- 1078 (2011).
[20] Majeed, Z.H. & Taha, M.R. “Effect of Namomaterial Treatment on Geotechnical properties of a Penang Soft Soil”. Journal of Asian Scientific Research (2012)
[21] Neethu, S.V. & Remya, S. “Engineering Behaviour of Nanoclay Stabilized Soil”. Indian Geotechnical Conference (Roorkee, India, 2013).
[22] Nikookar, M., Bahari, M., Nikookar, H. & Arabani, M. “The Strength Characteristics of Silty Soil Stabilized Using Nano- Clay”. International Symposium on Advances in Science and Technology (Bandar Abbas- Iran, 2013).
[23] Majeed, Zaid Hameed, Mohd Raihan Taha, and Ibtehaj Taha Jawad. “Stabilization of soft soil using nanomaterials.” Research Journal of Applied Sciences, Engineering and Technology 8.4 (2014): 503-509
[24] Lekmine, D.E., “Effect of Petroleum Hydrocarbons on the Shear Strength and Compressibility of Soils”, P.h.D thesis, Stevens Institute of Technology, N.J., P. 441, 1991
[25] Al-Sanad, H.A., Eid, W.K., and Ismael, N.F., “Geotechnical properties of oil-contaminated Kuwaiti sand”, Journal of geotechnical engineering, Vol. 121, pp. 407-412, 1995.
[26] Khamehchiyan, M., Charkhabi, A.H. and Tajik, M. “Effects of crude oil contamination on geotechnical properties of clayey and sandy soils.” Engineering Geology 89.3 (2007): 220-229.
[27] Abousnina, Rajab M., et al. “Effects of light crude oil contamination on the physical and mechanical properties of fine sand.” Soil and Sediment Contamination: An International Journal just-accepted (2015): 00-00.
[28] Evgin, E., and Das, B., “Mechanical behavior of an oil contaminated sand”, Environmental Geotechnology, Usmen & Acar (eds), Balkema, Rotterdam, Vol., 1992.
[29] Taha, M. & Taha, O. “Influence of nano-materials on the expansive and shrinkage soil behavior”. J Nanopart Res., vol. 14, PP. 1-13 (2012).
[30] Fatehi, H., Abtahi, SM., Hashemolhosseini, H., Hejazi, SM. “A novel study on using protein based biopolymers in soil strengthening.” Construction and Building Materials 167 (2018): 813-821.
[31] Seed, H. B., Mitchell, J. K., and Chan C. K. The strength of compacted cohesive soils. No. pp 877-964. 1961. | ||
|
آمار تعداد مشاهده مقاله: 543 تعداد دریافت فایل اصل مقاله: 422 |
||