Experimentally Investigation of Nano Clay Effects on Leaching and Self-healing Process of Cracked Clayey Soils

سال انتشار: 1400
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 256

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شناسه ملی سند علمی:

JR_CIVLJ-9-1_005

تاریخ نمایه سازی: 23 شهریور 1403

چکیده مقاله:

Compacted clay layers are known as one of the common low impermeable layers used in geotechnical structures. Due to geotechnical properties, these layers damaged through cracks in their lifespan. This research has attempted to improve the workability by using self-healing features of clays. By conducting numerous experimental tests, it has been shown that, by increasing the plasticity index of clays, the pace of crack healing process will be enhanced. Experiments have shown that percentages of Montmorillonite Nano Clay (MNC) are quite effective and reduce the flow rate in the samples, which is a sign of self-healing of the cracks by an NC additive. On this basis, NC can be perfectly used to repairing cracks in clayey soils. The results of this study show that in the sample with ۱ mm crack, about ۵۰۰ milliliters of water pass through the crack in ۶۰ minutes under no pressuring conditions. While, if the sample contains ۲ and ۵ percent NC, the amount of water passing through the cracks within ۶۰ minutes, will be ۴۰ and ۵ ml, respectively. This dramatic reduction for passing water reflects the positive effect of Nano sized grains on the closure of the created cracks. Therefore, it can be concluded that the self-healing process occurs earlier in smaller cracks, because the NC and soil particles can easily touch each other after swelling. Five percent of MNC can insure the cracks closure at ۱۰۰% density. I

کلیدواژه ها:

Clay ، Cracking ، Montmorillonite Nano Clay (MNC) ، Self-healing

نویسندگان

Ahmadreza Mazaheri

Department of Civil Engineering, Engineering Faculty, Ayatollah Borujerdi University

Nemat Delfani

Master of science Student, Department of Civil Engineering, Engineering Faculty, Ayatollah Borujerdi University, Borujerd, Iran

Mehdi Komasi

Department of Engineering Faculty, Ayatollah Borujerdi University

Masoud Nasiri

Civil Engineering Department, Engineering Faculty, Razi University, Kermanshah, Iran.

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  • Ghareh, S., Razavian Amrei, S.A., Mojtahed Sistani, S.V. (۲۰۱۶). “Laboratory ...
  • Peymanian, B., Dabiri, R. (۲۰۲۰). “Effects of Geofoam Particles on ...
  • Varela, H., Barluenga, G., Palomar, I. (۲۰۲۰). “Influence of nanoclays ...
  • Batiaens, W., Bernier, F., Ling Li X. (۲۰۰۷). “Experiments and ...
  • Hikasa, A., Sekino, T., Hayashi, Y., Rajagolopalan, R., Niihara, k. ...
  • Tang, C-S., Shi, B., Liu, C., Suo, W-B., Gao, L. ...
  • Wang, J.J., Zhang, H.P., Zhang, L., Liang, Y. (۲۰۱۳). “Experimental ...
  • Zhang, M., Takahashi, M., Morin, H.R., Endo, H., Esaki, T. ...
  • Mitchel JK, Soga K. (۲۰۰۵) “Fundamentals of soil behavior”. John ...
  • Kadivar, M., Barkhordari, K., Kadivar, M. (۲۰۱۱). “Nanotechnology in Geotechnical ...
  • Yantrapalli, S.K., Hari Krishna, P., Srinivas, K. (۲۰۱۹). “A Study ...
  • Iranpour, B., Haddad, A., (۲۰۱۶). “The influence of Nano-materials on ...
  • Zomorodian, S.M.A., Moghispour, S., Soleymani, A., Brendan, C. (۲۰۱۷). “Strength ...
  • Kakuturu, S., Reddi, L.N., (۲۰۰۶). “Evaluation of the parameters influencing ...
  • Kalhor, A., Ghazavi, M., Roustaei, M., (۲۰۱۹). “Influence of nano-SiO۲ ...
  • Changizi, F., Haddad, A. (۲۰۱۶). “Effect of Nano-SiO۲ on the ...
  • Abbasi, N., Farjad, A., Sepehri, S. (۲۰۱۸). “The Use of ...
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