CHANGE IN THE CONSISTENCY CHARACTERISTICS OF THE WETTED LUSSIC BASES (GRUNTS) OF BUILDINGS UNDER THE INFLUENCE OF SEISMIC FORCES
DOI:
https://doi.org/10.5281/zenodo.7127288Keywords:
wetted lucid grunt; grunt strength characteristics, seismic strength; bonding strength, internal friction angle, seismofaol area, seismomicrorization, seismic scale, deformation, vibration duration.Abstract
Here are the results of the research work carried out on the change in the consistency characteristics of the soaked lyosoid bases (grunts) in relation to different factors at times when seismic forces were affected.
References
Rasulov H.Z. Seismic resistance of soil bases. –Tashkent: Uzbekistan, 1984.- 192s
Medvedev S.V. Engineering seismology. – M.: Stroyizdat, 1962.-283s.
Maslov N.N. Fundamentals of engineering geology and soil mechanics. – M.: High School, 1982. -511 p.
Khakimov G'.A., Mominov A.A. Issledovanie zakonomernostey izmeneniya strukturnoy prochnosti uvlajnyonnqx lyossovqx gruntov pri dinamicheskix vozdeystviyax v zavisimosti ot razlichnqx factorov. Tashkent architectural and Construction Institute" scientific and practical Journal of architecture, construction and design", 2020, number 3.4, 264-268 P.
Khakimov G.A. Zaripov S.A .Sinking deformation of wet bulk (clay) soils around the foundation in seismic conditions. Sustainable development city prospects urban development Uzbekistan. International scientific and practical conference Tashkent, aprel 15-17, 2019, page 27-31.
Khakimov G.A. Jabborov B.M. Designing and construction of buldings in complex ground conditions of central asia.International Journal of Advanced Research in Science, Engineering and Technology, vol.6, Issue7, July2019, page10266-10269 vol.6, Issue7, July 2019, page10266-10269.
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 July, page 639 643
