CHO‘KUVCHAN GRUNTLARNING MUHANDISLIK XOSSALARINI YAXSHILASHDA NANOMATERIALLARNING QO‘LLANILISHI BO‘YICHA SHARH
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Mazkur tadqiqot cho‘kuvchan gruntlarni turli stabilizatorlar asosida mustahkamlashning fizik-mexanik va mikrostrukturaviy
xususiyatlarini baholashga bag‘ishlangan. Tadqiqotda sement, ohak, nano-kremnezem, nano-gil va boshqa stabilizatorlarning grunt
xossalariga ta’siri tahlil qilindi. Natijalar stabilizatsiya gruntning mustahkamligi, deformatsion barqarorligi va suvga chidamliligini
sezilarli oshirishini ko‘rsatdi. Mikrostrukturaviy tahlillar stabilizatorlarning grunt zarrachalari orasida mustahkam bog‘lanish hosil
qilishini tasdiqladi. Ayniqsa, nano-kremnezem va sement kombinatsiyasi eng yuqori samaradorlikni namoyon etdi. Olingan
natijalar cho‘kuvchan gruntlarni mustahkamlash texnologiyalarini takomillashtirish va geotexnik loyihalash samaradorligini
oshirish uchun ilmiy-amaliy asos bo‘lib xizmat qiladi.
1. Feynman, R. P. (1960). There's Plenty of Room at the Bottom: An Invitation to Enter a New Field of Physics. Engineering
and Science, 23(5), 22–36.
2. Changizi, F., and Haddad, A. “Effect of Nano-SiO2 on the Geotechnical Properties of Cohesive Soil.” Geotechnical and
Geological Eng, Vol. 34, No. 2, 2016, pp. 725–733. doi:10.1007/s10706-015-9962-9.
3. Kong, R., Zhang, F., Wang, G., Peng, J. (2018). Stabilization of loess using nano-SiO2. Materials 11(6), 1014.
https://doi.org/10.3390/ma11061014
4. Kalhor, A., Ghazavi, M., Roustaei, M. (2022). Impacts of Nano-silica on Physical Properties and Shear Strength of Clayey
Soil. Arab J Sci Eng 47(4), 5271–5279. https://doi.org/10.1007/s13369-021-06453-2
5. Abbasi, N., Farjad, A., Sepehri, S. (2018). The Use of Nanoclay Particles for Stabilization of Dispersive Clayey Soils.
Geotech Geol Eng 36(1), 327–335. https://doi.org/10.1007/s10706-017-0330-9
6. Roustaei, M., Sabetraftar, M., Taherabadi, E., Bayat, M. (2023). Compressive and Tensile Strength of Nano-clay Stabilised
Soil Subjected to Repeated Freeze–Thaw Cycles. Studia Geotechnica et Mechanica 45(3), 221–230.
https://doi.org/10.2478/sgem-2023-0009
7. Naval, S., and Chandan, K. Stabilization of Expansive Soil Using Nanomaterials. Singapore, 2017.
8. Zomorodian, S. A., Shabnam, M., Armina, S., O’Kelly, B. C. (2017). Strength enhancement of clean and kerosene-
contaminated sandy lean clay using nanoclay and nanosilica as additives. Applied Clay Science 140, 140–147.
https://doi.org/10.1016/j.clay.2017.02.004
9. Waychunas, A. G. Christopher S. Kim., & Jillian F. B.(2005). Nanoparticulateiron oxide minerals in soils and sediments:
unique properties and contaminantscavenging mechanisms. Springer, 409–433
10. Garcia, S., Treju, P., Ramirez, O., Lopez-Molina, J., & Hernandez, N.(2017). Influence of Nano silica on Compressive
strength of lacustrine soft clays. Proceedings of the 19th International conference on soil mechanics andGeotechnical
Engineering, Seoul
11. Ghazavi, M., Kalhor, A., and Roustaei, M.(2022). Impacts of Nano-silicaonPhysical Properties and Shear Strength of Clayey
Soil. Arabian Journal forScience and Engineering, 47(4): 5271–5279.]
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