Advances in nano research

  • 제11권3호
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  • Pages.301-312
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  • 2021
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  • 2287-237X(pISSN)
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  • 2287-2388(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Nano-SiO2 for efficiency of geotechnical properties of fine soils in mining and civil engineering

  • Yanzhen, Qiao (School of Mines, Hulunbuir University) ;
  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Rahimi, Abouzar (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Pourkhorshidi, Sara (Civil Engineering Department, Sahand University of Technology) ;
  • Roco-Videla, Angel (Programa Magister en Ciencias Quimico-biologicas, Facultad de Ciencias de la Salud, Universidad Bernardo O'Higgins) ;
  • Khadimallah, Mohamed Amin (Prince Sattam Bin Abdulaziz University, College of Engineering,Civil Engineering Department) ;
  • Jameel, Mohammed (Department of Civil Engineering, College of Engineering, King Khalid University) ;
  • Kasehchi, Ehsan (Department of Civil Engineering, Roudehen Branch Islamic Azad University) ;
  • Assilzadeh, Hamid (Institute of Research and Development, Duy Tan University)
  • 투고 : 2020.05.10
  • 심사 : 2021.08.01
  • 발행 : 2021.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Taking into account the decreased number of available lands, the construction of structures on soft soil leads towards the development of soil stabilizing models. This study is aimed at studying the decrement of land resources available, and the design of civil engineering structures on soft soils that will develop the soil impact of nano-SiO2 in the use of clay soil with low liquid limit, in particular shear resistance and unconfined compression. A novel nano-soil stabilizer has been created in this investigation by use of nano-SiO2 activity and ultrafine features that have enabled cement-based stabilizers to increase their characteristics in broad application possibilities. This research aims to examine the influence on soil engineering, particularly the shear strength of clay soil with a low liquid limit to the effect of adding nano-SiO2. Nano-SiO2 has 3 different percentages combined with soil (i.e., 0.5, 0.7 percent by weight of the parent soil), A direct shear test was used to evaluate the shear strength of the specimen, and then the results were analyzed by Artificial Neural Network (ANN) to increase the accuracy of outcomes. Increased nano-SiO2 concentration was shown to lead to an increased internal friction angle and cohesiveness on clay soil. The optimal content for nano-SiO2 is 0.7%. ANN could accurately demonstrate the shear strength percentages in nano-SiO2 content.

키워드

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  86. Shahabi, S.E.M., Sulong, N., Shariati, M., Mohammadhassani, M. and Shah, S.N.R. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. https://10.12989/scs.2016.20.3.651.
  87. Shahnavaz, M., Nourzadeh Haddad, M., Gholami, A. and Panahpour, E. (2019), "Investigation the efficiency of soil stabilizers against soil loss and their effects on chemical properties of soil", Arid Land Res. Manage., 33(2), 119-135. https://doi.org/10.1080/15324982.2018.1531324.
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  90. Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011c), "Behavior of channel shear connectors in normal and light weight aggregate concrete (experimental and analytical study)", Adv. Mater. Res., 168, 2303-2307. http://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.
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  93. Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012c), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, Hague, Netherlands, July. https://doi.org/10.1016/j.engfailanal.2014.02.017.
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  98. Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., 19(6), 473-484. http://doi.org/10.12989/gae.2020.19.6.473.
  99. Shariati, M., Heyrati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N. and Poi-Ngian, S. (2019b), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., 24(4), 553-566. http://doi.org/10.12989/scs.2020.36.5.587.
  100. Shariati, M., Mafipour, M.S., Mehrabi, P., Bahadori, A., Zandi, Y., Salih, M.N., Nguyen, H., Dou, J., Song, X. and Poi-Ngian, S. (2019c), "Application of a hybrid artificial neural network-particle swarm optimization (ANN-PSO) model in behavior prediction of channel shear connectors embedded in normal and high-strength concrete", Appl. Sci., 9(24), 5534. https://doi.org/10.3390/app9245534.
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  102. Shariati, M., Rafie, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Mehrabi, P., and Poi-Ngian, S. (2019e), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Adv. Concrete Constr., 8(3), 225-237. http://doi.org/10.12989/acc.2019.8.3.225.
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