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Experimental research on the filtration properties of an untamped mixture with "PMM" polymer mineral material

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Polymermineral material "PMM" has multiple cycles of swelling and drying. It does not decompose under soil, biological and atmospheric influences and is environmentally safe. By adding the proportion of up to 30 g/kg of PMM additive to soil and tamping, we get a waterproofing material that can be used in urban construction and water supply. Taking into account the fact it is not always technically possible to carry out high-quality ramming when repairing channel walls, the task was to conduct an experimental study in order to determine the total moisture content of the mixture of PMM additive with soil. Experimental results of laboratory studies show that when PMM is added to the soil at a ratio of 30 g/kg under evaporation conditions, the mass of excess water in the substrate increases with time.
Rocznik
Tom
Strony
17--24
Opis fizyczny
Bibliogr. 18 poz., rys.
Twórcy
  • Shushi University of Technology, Republic of Armenia
  • Shushi University of Technology, Republic of Armenia
  • Shushi University of Technology, Republic of Armenia
  • Shushi University of Technology, Republic of Armenia
  • Shushi University of Technology, Republic of Armenia
Bibliografia
  • 1.Alagna, V., Bagarello, V., Di Prima S. & Iovino, M. (2016) Determining hydraulic properties of a loam soil by alternative infiltrometer techniques. Hydrological Processes, 30(2), 263-275.
  • 2.Albadri, W.M., Noor, M.J.M. & Alhani, I.J. (2020) The importance of incorporating hysteresis effect in determining shear strength of unsaturated soil. In: Advances in Civil Engineering and Science Technology, AIP Conference Proceedings 2020, 020007.
  • 3.Avanesyan, E.V. (2021a) Some problems on enhancing the efficiency of water utilization in a climate change in the Republics of Armenia and Artsakh. Bulletin of High Technology, 2(16), 3-14.
  • 4.Avanesyan, E.V. (2021b) The possibilities of using polymer-mineral materials in the construction and exploitation of tailings. Economics and Management in Mechanical Engineering, 6, 52-54.
  • 5.Avanesyan, E.V. (2022) Evaluation of accumulation of additional water resources in the substratum available for plants. Bulletin of High Technology, 1(19), 3-9.
  • 6.Bordoloi, S., Shaikh, J., Horаk, J., Garg, A., Sreedeepa, S. & Sarmahe, A.K. (2021) Role of biochar as a cover material in landfill waste disposal system: Perspective on unsaturated hydraulic properties. Advances in Chemical Pollution, Environmental Management and Protection, 7, 93-106.
  • 7.Borodin, L.P., Kovalenko, L.P. & Dekhta, A.A. (1995) On the issue of creating impervious barriers based on Kavelast. In: Scientific and technical collection Scientific and Technical Center for Decontamination and Integrated Management of Radioactive Waste. Kyiv, Yellow Waters, 70-74.
  • 8.Danilova, T. & Kozereva, L. (2007) Modern skills of increasing water absorbing ability of the soil. Materials of International Conference Modern Agri-physics by High Technologies, 25-27 September, SP(b), 155-156.
  • 9.Galstyan, S.B., Vardanyan, A.H., Tokmajyan, V.H., Gorshkova, N.E. & Tokmajyan, H.V. (2020) The regulation of water regime of field crops and decorative woody plants in natural conditions by applying polymer-mineral raw material. Bulletin of High Technology, 1(11), 11-15.
  • 10.Kurihara, O., Tsuchida, T., Takahashi, G., Kang, G. & Murakami, H. (2018) Cesium-adsorption capacity and hydraulic conductivity of sealing geomaterial made with marine clay, bentonite, and zeolite. Soils and Foundations, 58(5), 1173-1186.
  • 11.Naik, A.P. & Pekkat, S. (2023) An appraisal on the soil wetting water retention characteristic curve determined from mini disk infiltrometer and sensor measurements. Acta Geophysica, 71, 2, 961-982.
  • 12.Ören, A.H., Durukan, S. & Kayalar, A.Š. (2014) Influence of compaction water content on the hydraulic conductivity of sand-bentonite and zeolite-bentonite mixtures. Clay Minerals, 49(1), 109-121.
  • 13.Tokmajyan, V.H., Markosyan, A.Kh., Khalatyan, A.A. & Khachatryan, N.B. (2018) The perspectives of providing the storage of irrigation water in the case of using water collecting additives in the ground. Bulletin of High Technology, 2(6), 9-14.
  • 14.Tokmajyan, V., Vardanyan, A., Galstyanh, A. & Mikayelyan, N. (2020) The application of anti-filtering polymer mass to solve the water storage problem in highland regions. Construction of Optimized Energy Potential, 9(2), 17-22.
  • 15.Tokmajan, V., Vartanyan, A. & Mikayelyan, N. (2021) Construction of reservoirs using polymermineral materials M1 and PMM. Construction of Optimized Energy Potential, 10(2), 31-38.
  • 16.Tsuchida, T., Murakami, H., Kurihara, O., Athapaththu, A.M.R.G., Tanaka, Y. & Ueno, K. (2017) Geotechnical sealing material for coastal disposal facility for soils and wastes contaminated by radioactive cesium. Marine Georesources & Geotechnology, 35(4), 481-495.
  • 17.Vartanyan, A., Shakhnazarov, A.A., Tokmajyan, V.H. & Sarukhanyan, A.A. (2020) Increase of soil moisture storage by applying polymer-mineral material. Bulletin of High Technology, N1(11), 3-10.
  • 18.Yeroyan, Ye.P. (2007) Use of polymer materials for rehabilitation of concrete structures of water systems. Bulletin of Yerevan State University of Architecture and Construction, 2(3), 47-49.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c0e22a60-1aad-427f-954f-77d95a3fd09a
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