Taking into Account the Physical and Mechanical Properties of Clay Soils in Engineering Geological Exploration Calculations
Keywords:
Loading path, shear stresses, settlement, nonlinear properties, piles, vertical displacements, angular deformation.Abstract
In the proposed work, a nonlinear dependence is given, which makes it possible to determine the limiting value of the forces on the pile at a given value of the permissible settlement outside the proportionality limits, and also shows the real possibility of using nonlinear properties of deformation of clay soils in engineering calculations.
References
M.M. Yakubov. Deformation and strength properties of multiphase soils. V.Sb .: “Qurilishda geotechnics masalarini zamonaviy usullari va tekhnologasi” T., 2014. 236 b. (153-157 betlar).
Ter - Martirosyan ZG Prediction of Mechanical Processes in Massifs of Multiphase Soils. – M., "Nedra", 1986, 68-78 p.
Ilg'orjon, M; Ibrokhim, M; ,Sinchli binolarni hisoblashda shamol bosimini hisobga olish usullarining tahlili,Международный научно-образовательный электронный журнал «Образование и наука в XXI веке,3,,"28,485-493",2022,
Мустанов, ИШ; ,КОМПОЗИТ ГРУНТЛАРНИНГ ХУСУСИЯТЛАРИНИ ЎРГАНИШ МАСАЛАЛАРИ,Academic research in educational sciences,5,1,74-80,2024,ООО «Academic Research»
Мустанов, Илғоржон; Хужаназаров, Фахриддин; ,ТИКЛАШ ЖАРАЁНИДА СИНЧЛИ БИНОЛАРНИНГ КОНСТРУКЦИЯЛАРИГА ҲАРОРАТ ВА НАМЛИКНИНГ ТАЪСИРИ,"Евразийский журнал права, финансов и прикладных наук",3,4,121-131,2023.
