COMPACTION OF LOESS BASES OF BUILDINGS AND STRUCTURES, AS WELL AS BULK SOILS AROUND THE FOUNDATION USING VIBRATORY ROLLERS IN SEISMIC AREAS

Main Article Content

Khakimov G. A.
Samiyeva Sh. Kh.
Muminov A.A.
Berdimurodov A.E.
Muminov J.A.

Abstract

This scientific article discusses the sequence of the process of compaction of loess foundations of buildings and bulk soils around the foundation in seismic areas, using vibratory rollers. The recommendation on vibration compaction of loess bases of buildings and bulk soils around the foundation in seismic areas is given. These recommendations can be used to increase the density and associated strength indicators of moistened loess soils lying within the compressible thickness of the base, the value of which does not exceed 2.0-3.0 m, as well as for bulk soils layered around the foundation.The developed recommendations on vibration compaction of foundations and bulk soils around the foundation give a good result in the plan under consideration for structures characterized by a load intensity up to P = 0.15-0.20 MPa. It should be noted that in the conditions of Central Asia, in particular Uzbekistan, where additional deformations (seismic subsidence) may occur in the foundations and around the foundations of buildings and structures, the method of compaction of soils using vibratory rollers is the most reliable way to prepare the foundations of buildings and structures.

Article Details

How to Cite
Khakimov G. A., Samiyeva Sh. Kh., Muminov A.A., Berdimurodov A.E., & Muminov J.A. (2023). COMPACTION OF LOESS BASES OF BUILDINGS AND STRUCTURES, AS WELL AS BULK SOILS AROUND THE FOUNDATION USING VIBRATORY ROLLERS IN SEISMIC AREAS. Galaxy International Interdisciplinary Research Journal, 11(4), 306–311. Retrieved from https://internationaljournals.co.in/index.php/giirj/article/view/3796
Section
Articles

References

Khakimov, G. A. "Changes in the Strength Characteristics of Glinistx Soils under the Influence of Dynamic Forces International Journal of Engineering and Advanced Technology, IJEAT." Exploring innovation (2020): 639-643.

Khakimov, Gayrat Akramovich. "The nature of the change in the connectivity of moistened loess soils during vibration." American Journal of Applied Science and Technology 2.06 (2022): 26-41.

Khakimov, G. A., and M. A. Muminov. "CONSTRUCTION OF BUILDINGS ON WEAK MOIST CLAY SOILS IN SEISMICALLY ACTIVE ZONES OF UZBEKISTAN." Web of Scientist: International Scientific Research Journal 3.12 (2022): 755-760

GMFN, Dos, Samiyeva Sh Kh, and Master MA Muminov. "DEFORMATION OF MOISTENED LOESS FOUNDATIONS OF BUILDINGS UNDER STATIC AND DYNAMIC LOADS." (2022).

Miralimov, Mirrakhim Mirmakhmutovich. "Principles of Regulation of Thermal Protection of Enclosing Structures and Their Impact on the Energy Efficiency Of Buildings." Design Engineering (2021): 496-510.

Хакимов, Ғайрат, et al. "ЭНЕРГИЯТЕЖАМКОР ВА ПАСТ ЭНЕРГИЯ ЭҲТИЁЖЛИ ЗАМОНАВИЙ БИНОЛАР ҚУРИЛИШИНИНГ ЖАҲОН АМАЛИЁТИ ВА УНДАН ЎЗБЕКИСТОН ШАРОИТИДА ФОЙДАЛАНИШ ИСТИҚБОЛЛАРИ." Talqin va tadqiqotlar 1.19 (2023).

Khakimov, Gayrat Akramovich. "CHANGES IN PLASTIC ZONES IN LESS BASES UNDER SEISMIC VIBRATIONS."

Khakimov.G.A. JabborovB.M. Designing and Construction of Buldings in Complex Ground Conditions of Central Asia. International Journal of Advanced Research in Science, Engineering and Technology, ISSN: 2350-0328, vol.6, Issue7, July 2019, page10266-10269.

Khakimov Gayrat Akramovich. (2023). CONSTRUCTION OF BUILDINGS AND STRUCTURES IN DIFFICULT GROUND CONDITIONS AND SEISMIC AREAS. INTERNATIONAL BULLETIN OF APPLIED SCIENCE AND TECHNOLOGY, 3(2), 203–209.

Khakimov Gayrat Akramovich. (2023). NEW GENERATION BUILDINGS THAT EFFECTIVELY USE ENERGY AND THEIR UZBEK EXPERIENCE. INTERNATIONAL BULLETIN OF ENGINEERING AND TECHNOLOGY, 3(2), 74–78.

Khakimov Gayrat Akramovich. (2023). CONSTRUCTION OF BUILDINGS AND STRUCTURES IN DIFFICULT GROUND CONDITIONS AND SEISMIC AREAS. INTERNATIONAL BULLETIN OF ENGINEERING AND TECHNOLOGY, 3(3), 74–80.

Khajiev, N. M. "CHANGE IN THE CONSISTENCY CHARACTERISTICS OF THE WETTED LUSSIC BASES (GRUNTS) OF BUILDINGS UNDER THE INFLUENCE OF SEISMIC FORCES." Академические исследования в современной науке 1.13 (2022): 261-267.

GMFN, Dos, Samiyeva Sh Kh, and Master MA Muminov. "DEFORMATION OF MOISTENED LOESS FOUNDATIONS OF BUILDINGS UNDER STATIC AND DYNAMIC LOADS." (2022).

Хасанов, Б. Б. "ПРОЧНОСТЬ, ПЛОТНОСТЬ, МОРОЗОСТОЙКОСТЬ И ДОЛГОВЕЧНОСТЬ, ГАЗОБЕТОННЫХ БЛОКОВ." RESEARCH AND EDUCATION 1.7 (2022): 68-73.

Makhmudovich, Makhmudov Said. "Research Of The Work Of The System" Base-Foundation With A Damping Layer-Building" On An Inhomogene Soil Base." Turkish Journal of Computer and Mathematics Education (TURCOMAT) 12.7 (2021): 2006-2015.

Rakhmankulovna, A. K. H., and M. S. Makhmudovich. "Innovative designs and technologies in foundation engineering and geotechnics." International Journal of Scientific and Technology Research 9.1 (2020): 3803-3807.

Machmudov, S. M., and Sh Kh Samieva. "QUANTITATIVE ASSESSMENT OF THE RELIABILITY OF THE SYSTEM" FOUNDATION-SEISMIC ISOLATION FOUNDATION-BUILDING"." Central Asian Journal of STEM 2.2 (2021): 445-452.

Махмудов, С. М., and Ш. Х. Самиева. "КОНСТРУКТИВНЫЕ РЕШЕНИЯ СЕЙСМОИЗОЛИРУЮЩИХ ФУНДАМЕНТОВ ЗДАНИЙ." НАУЧНЫЕ РЕВОЛЮЦИИ КАК КЛЮЧЕВОЙ ФАКТОР РАЗВИТИЯ НАУКИ И ТЕХНИКИ (2021): 36-38.

Махмудов, С. М., and Ш. Х. Самиева. "КОНСТРУКТИВНЫЕ РЕШЕНИЯ СЕЙСМОИЗОЛИРУЮЩИХ ФУНДАМЕНТОВ ЗДАНИЙ." НАУЧНЫЕ РЕВОЛЮЦИИ КАК КЛЮЧЕВОЙ ФАКТОР РАЗВИТИЯ НАУКИ И ТЕХНИКИ (2021): 36-38.