Науковий вісник НГУ

Choosing injectable solution for auger technology of underground space protection against pollution

• 
• 

User Rating:  / 0

PoorBest 

Details

Category: Content №5 2021

Last Updated on 29 October 2021

Published on 30 November -0001

Hits: 5047

Authors:

O.Meneylyuk, orcid.org/0000-0002-1007-309X, Odesa State Academy of Civil Engineering and Architecture, Odesa, Ukraine, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

A.Nikiforov, orcid.org/0000-0001-7002-7055, Odesa State Academy of Civil Engineering and Architecture, Odesa, Ukraine, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

I.Menejljuk, orcid.org/0000-0001-7075-2898, Kharkiv National University of Civil Engineering and Architecture, Kharkiv, Ukraine, e mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

V.Russyi, orcid.org/0000-0002-5884-2097, Odesa State Academy of Civil Engineering and Architecture, Odesa, Ukraine, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

повний текст / full article

Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu. 2021, (5): 106 - 111

https://doi.org/10.33271/nvngu/2021-5/106

Abstract:

Purpose. The research is devoted to the experimental choice of injection composition for auger technology of installation of underground anti-filtration shields under the source of pollution. The auger technology for the arrangement of an anti-filtration shield consists of pilot holes made by the horizontal directional drilling, which is followed by the arrangement of a waterproof layer by replacing the soil with auger by special concrete solution.

Methodology. The main research method is experimental-statistical modeling, which includes conducting laboratory tests; correlation-regression analysis of the obtained data; qualitative, quantitative and graphical analysis of the obtained regularities of the studied indicators change from the varied factors.

Findings. The main results of the study are the following: substantiation of the relevance of the development of the auger technology for the protection of underground space; development of methods and conducting laboratory experiments in choosing the injectable solution; analysis of experimental and statistical regularities of changes in water absorption and time of plastic strength setting when varying the composition of the anti-filtration shield (concentration of fiber, bentonite, water glass); development of the concept of technology of the anti-filtration shield arrangement.

Originality. Experimental studies made it possible to establish that the minimum water absorption of the shied samples is observed at the lowest concentration of fiber (0.5%), bentonite (1%) and liquid glass (2%) in the injected solution. For structures of small width (1020m), there are suitable compositions with a minimum time of plastic strength setting at a concentration of fiber (3%), bentonite (5%) and water glass (18%). For structures with a large width (4060m), there are suitable compositions with a long time of plastic strength at a concentration of fiber (9%), bentonite (5%) and water glass (6%).

Practical value. Experimental results made it possible to develop technological recommendations for construction of anti-filtration shields using the auger technology. Namely: to develop a concept and procedure of works, to calculate the costs of labor and machine time, to compile a list of necessary materials, machinery and equipment.

Keywords: radiation safety, auger technology; horizontal directional drilling; anti-filtration shield; experimental statistical modeling

References.

1. Bugai, D., Skalskyy, A., Dzhepo, S., Kubko, Y., Kashparov, V., Van Meir, N., & Martin-Garin, A. (2012). Radionuclide migration at experimental polygon at Red Forest waste site in Chernobyl zone. Part 2: Hydrogeological characterization and groundwater transport modeling. Applied Geochemistry, 27(7), 1359-1374. https://doi.org/10.1016/j.apgeochem.2011.09.028.

2. Roux, C., Le Gal La Salle, C., Simonucci, C., Van Meir, N., Keith Fifield, L., Diez, O., & Lancelot, J. (2014). High 36Cl/Cl ratios in Chernobyl groundwater. Journal of Environmental Radioactivity, 138, 19-32. https://doi.org/10.1016/j.jenvrad.2014.07.008.

3. Le Gal La Salle, C., Aquilina, L., Fourre, E., Jean-Baptiste, P., Michelot, J.-L., Roux, C., & Lancelot, J. (2012). Groundwater residence time downgradient of Trench No. 22 at the Chernobyl Pilot Site: Constraints on hydrogeological aquifer functioning. Applied Geochemistry, 27(7), 1304-1319. https://doi.org/10.1016/j.apgeochem.2011.12.006.

4. Shui-Long Shen, Zhi-Feng Wang, Suksun Horpibulsuk, & Yong-Hyun Kim (2013). Jet grouting with a newly developed technology: The Twin-Jet method. Engineering Geology, 152(1), 87-95. https://doi.org/10.1016/j.enggeo.2012.10.018.

5. Makovetskiy, O., & Zuev, S. (2016). Practice Device Artificial Improvement Basis of Soil Technologies Jet Grouting. Procedia Engineering, 165, 504-509. https://doi.org/10.1016/j.proeng.2016.11.726.

6. Bernard, E.S., & Thomas, A.H. (2020). Fibre reinforced sprayed concrete for ground support. Tunnelling and Underground Space Technology, 99, 103-108. https://doi.org/10.1016/j.tust.2020.103302.

7. Meneylyuk, A., Petrovskiy, A., Borisov, A., & Nikiforov, A. (2017). Innovative technology of horizontal protective shield arrangement using injection. Electronic Journal of the Faculty of Civil Engineering Osijek (e-GFOS), 15, 36-49. https://doi.org/10.13167/2017.15.4.

8. Galinsky, A., Chernukhin, A., & Meneylyuk, A. (2016). Improvement of constructive and technological solutions for the localization of soil pollution sources. Bulletin of Odesa State Academy of Construction and Architecture, (63), 309-315.

9. Lyashenko, T., & Dovgan, A. (2017). Isoparametric analysis when studying composite materials. Bulletin of Odesa State Academy of Civil Engineering and Architecture, (66), 72-78.

10. Lyashenko, T., & Antoniuk, N. (2020). Multiriterial search for rational solutions when developing building composites. Bulletin of Odesa State Academy of Civil Engineering and Architecture, (79), 99-108.

11. Xu, L., Ye, W., Chen, B., Chen, Y., & Cui, Y. (2016). Experimental investigations on thermo-hydro-mechanical properties of compacted GMZ01 bentonitesand mixture using as buffer materials. Engineering Geology, 213, 46-54. https://doi.org/10.1016/j.enggeo.2016.08.015.

12. Nowamooz, H. (2016). Resin injection in clays with high plasticity. Comptes Rendus Mcanique, 344(11-12), 797-806. https://doi.org/10.1016/j.crme.2016.09.001.

• < Prev
• Next >