Analytical method for settlement calculation taking into account nonlinear deformation

Мирный Анатолий Юрьевич

доцент Геологического факультета МГУ им. М.В. Ломоносова, к.т.н., генеральный директор ООО «Независимая геотехника»

info@indep-geo.ru

Калугина Юлия Александровна

главный специалист ООО «Независимая Геотехника», г. Москва, Россия

Файл не доступен на русском языке

The paper considers the development of the layer-by-layer summation method, which makes it possible to calculate settlements taking into account nonlinear deformation without using numerical methods. This method is based on the proposal of Z.G. Ter-Martirosyan on taking into account the shear and volumetric components of deformation using, respectively, the shear modulus and the volumetric compression modulus for the calculation by the layer-by-layer summation method.

DOI: https://doi.org/10.58339/2949-0677-2025-7-1-26-32

УДК: Нет информации

Финансирование: Нет информации

Ссылка для цитирования: Mirnyy A.Yu., Kalugina Yu.A. Analiticheskii metod rascheta osadki s uchetom nelineinosti deformirovaniya [Analytical method for settlement calculation taking into account nonlinear deformation] // GeoInfo. 2025. T. 7. № 1. S. 26–32. DOI:10.58339/2949-0677-2025-7-1-26-32 (in Rus.)

Статья в РИНЦ: https://elibrary.ru/item.asp?id=82518756

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