Open Access
| Issue |
E3S Web Conf.
Volume 264, 2021
International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2021)
|
|
|---|---|---|
| Article Number | 02048 | |
| Number of page(s) | 9 | |
| Section | Road Construction, Building Structures and Materials | |
| DOI | https://doi.org/10.1051/e3sconf/202126402048 | |
| Published online | 02 June 2021 | |
- Buzrukov Z., and Khamrakulov A. Joint work of a flat frame and pile foundations under dynamic impacts. 2nd International Conference on Robotics and Mechantronics. IOP Conf. Series: Materials Science and Engineering 517 (2019) 011001. [Google Scholar]
- Buzrukov Z.S. Selection of the design scheme of the system “flat frame-grillage-pile group” under dynamic load. UNIVERSIUM, No. 12(81), pp. 86–92. Moscow, (2020) [Google Scholar]
- Buzrukov Z.S. Features design of foundations of high-rise buildings, taking into account soil conditions, “Bulletin of Science and Education”, No. 22 (100). pp.79–86. Moscow, (2020) [Google Scholar]
- Klepikov S.N., Tregub A.S., and Matveev I.V. Calculation of buildings and structures on subsidence soils, pp. 200. Kiev, (1987) [Google Scholar]
- Shvetsov G.I., Noskov I.V. Loess collapsible soils of Western Siberia, their engineering-geological, geoecological properties and their change under the influence of technogenic impacts, Reports of the plenary session of the International Scientific and Practical Conference “Loess collapsible soils: research, design, construction”, pp. 3–25, Barnaul, (1997) [Google Scholar]
- Voznesensky E.A. Dynamic instability of soils, Bulletin of Moscow University, 4, Geology, No. 5. pp.71–88, (1995) [Google Scholar]
- Khasanov A.Z., Strigo G.S., Mustakimov V.R. Deformations of brick buildings on subsidence grounds of the Zeravshan oasis, Foundations, foundations and soil mechanics, No. 6, pp.23–26, (1993) [Google Scholar]
- Bolshakov V.I., Motorny A. N. Motorny, A. Analysis of the existing design schemes and the choice of optimal solutions for the scheme of work of piles in clay soils, Bulletin of the Pridneprovsk state academy of engineering and architecture. No. 9 (222). pp.10–21, (2016) [Google Scholar]
- Alimov H.L., Buzrukov Z.S. Methodology for experimental studies of buildings and structures with a pile foundation on an elastic foundation under seismic effects, 6, Questions of the dynamics of structures and the reliability of machines, pp. 36–40. Tashkent, (1990) [Google Scholar]
- Adilkhodjaev A., Hasanov B., Shaumarov S., Kondrashchenko V. Aerated concrete with predetermined pore parameters for the exterior walls of energy efficient buildings, IOP Conference Series: Materials Science and Engineering, 1030(1), 012006, (2021) [Google Scholar]
- Khasanov B., Vatin N., Mirzaev T., Suyunov A., Radjabov M. Analysis of the mode of squeezing out excess water for mixing concrete mixture in the process of peristaltic compaction, IOP Conference Series: Materials Science and Engineering, 1030(1), 01202, (12021) [Google Scholar]
- Khasanov B., Vatin N., Mirzaev T., Suyunov A., Radjabov M. Physicochemical fundamentals of modifying concrete mix and concrete, IOP Conference Series: Materials Science and Engineering, 1030(1), 012022, (2021) [Google Scholar]
- Khasanov B., Vatin N., Ismailova Z., Mirzaev T. Physical modification of concrete mix and concrete, IOP Conference Series: Materials Science and Engineering, 883(1), 012205, (2020) [Google Scholar]
- Khasanov B., Irmuhamedova L., Firlina G., Mirzaev T. Theoretical foundations of the structure formation of cement stone and concrete, IOP Conference Series: Materials Science and Engineering, 869(3), 032032, (2020) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.