PROCESSES AND PHENOMENA ASSOCIATED WITH BACKFILLING OF PITS ON THE TERRITORY OF THE CITY

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11 сентябр 2023

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PROCESSES AND PHENOMENA ASSOCIATED WITH BACKFILLING OF PITS ON THE TERRITORY OF THE CITY

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Technical science and innovation

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In the article, the authors consider the processes and phenomena associated with backfilling of pits on the territory of the city. In the conditions of intensive development of high-rise and underground construction in the territories of cities, the development of engineeringgeological processes and phenomena associated with the construction of pits and, subsequently, backfilling of these structures is increasingly observed. The assessment of engineering and geological conditions occurs only at the stage of the technical project, when conducting detailed engineering and geological surveys to substantiate the construction project. It should be noted that underestimation of processes and phenomena related to both geological and climatic, and human economic activity leads to negative consequences. In this regard, we have set a goal to study the processes and phenomena associated with backfilling of pits on the territory of Tashkent. The authors have identified the main sources of formation of processes and phenomena as a result of backfilling: -loss of strength of backfilling soils during water saturation; -increase of dynamic loads on the surface of areas with backfill soils. On linear communication structures are formed due to the combined action of several processes: 1) gravitational compaction of compressible rocks under the foundations of structures; 2) hydrodynamic compaction during drainage, 3) compaction under the influence of vibration from the movement of underground transport. Taking into account the results of all the analyses carried out, the main factors (from the most to the least dangerous) that affect the subsidence of the earth's surface on the backfill soils are: the location to the compressibility of the soil layers; soil moisture should be within the limits for sand — 8-12%, large and light sandy loam soil — 8-12%, heavy loamy soil — 16-23%.

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# foundation# structure# excavation# trench# underground space# deformation modulus# engineering and geological condi# processes and phenomena# surface subsidence# muld# loess and loess-like rocks# road surface

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https://eroi.uz/11.0008/A0923-0005

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Foydalanilgan adabiyotlar

Y.M. Abelev., M.Y. Abelev. Fundamentals of design and construction on subsident macroporous soils. “Story publishing house”, 1979. 270.

I.A. Agzamova., M.M. Zakirov., N.R. Normatova., D.K. Begimkulov., Sh.B. Kholzhigitov. Some engineering and geological processes affecting the development of the city's infrastructure. “Geology and mineral resources”, 2022. 55.

E.E. Alonso., A. Gens., J. Alcoverro., L. Ortuňo. Unexpected behavior of a large excavation in saturated sands. “Proc. of the 14-th European Conference on SMGE”, Madrid, 2007. 495

M.Gerasimov. Guide to the device of backfilling of pits with the preparation of bases for technological equipment and floors on subsidence soils. Moscow: “Story publishing house”, 1980. 41.

M.M. Zakirov., D.K. Begimkulov., N.R. Normatova., G.D. Gulyamov. Engineering and Geological Processes of Urban Territories. “International journal of advanced research in science, engineering and technology”, 2022. 3619.

J. Artola. “A solution to the braced excavation collapse in Singapore”, M.Eng. Thesis, 2005. 81.

H. Brandl. The collapse of a deep excavation pit in urban surroundings. “Proc. of the 14-th European Conference on SMGE”, Madrid, 2007. 545.

V.A. Ismailov. “Engineering and geological conditions of the underground space of Tashkent”, -Tashkent: TashSTU, 2015. 160

I.V. Kolybin. Underground structures and pits in urban conditions – the experience of the last decade. “Russian geotechnics a step into the XXI century. Proceedings of the jubilee conference dedicated to the 50th anniversary of the ROMGGiF”, 2007. 34.

V.P. Petrukhin., O.A. Shulyatyev., O.A. Morgacheva. Experience in designing and monitoring the underground part of the Turkish Shopping Center. “Foundations, Foundations and Soil mechanics”, 2004. 2.

V.G. Fedorovsky., S.V. Kurilo. Method of variable degree of mobilization of shear resistance for calculating the strength of soil massifs. “Foundations, foundations and soil mechanics”, 1998. 18

D.M. Cacoilo., P.H. Edinger., G.J. Tamaro. Design and performance of a deep tiedback sheet pile wall in soft clay. “Proc. of the 14-th Int. Conference on SMFE”, Hamburg, 1997. 1287.

A.R. Crumley. Influence of subsurface details on braced excavations in Puerto Rico. “Website paper”, 1998. 14.

H.P. Wannick. Risk management for tunnelling projects. “Schadenspiegel, Special feature issue, Risk factor of earth”, Munchen, 2007. 3

SNK 3.02.01-19. Earthworks, foundations and foundations. “The publication is official. Ministry of Construction of the Republic of Uzbekistan”, Tashkent, 2019. 161.

P. Tzampoglou., C. Loupasakis. Numerical simulation of the factors causing land subsidence due to overexploitation of the aquifer in the Amyntaio open coal mine, Greece. “Hydro Research”, 2019. 8.

M.M. Zakirov., I.A. Agzamova., D.K. Begimkulov., G.E. Ochilov., M.N. Hasanov. Peculiarities of swelling Eocene clays as the structure base. “Technical science and innovation”, 2021. 161.