Отправить статью по E-mail Soil Creep Equations Based on the Probabilistic Rheological Model
- Авторы: Buslov A.S.1, Bakholdin B.V.1, Stavnitser L.R.1
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Учреждения:
- N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
- Выпуск: Том 54, № 1 (2017)
- Страницы: 1-6
- Раздел: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244074
- DOI: https://doi.org/10.1007/s11204-017-9425-9
- ID: 244074
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Аннотация
Particular cases of the soil creep equation can be obtained based on the probabilistic rheological model of the soil. It has been shown that time functions can be damped, sensitive or of low sensitivity to loads. Depending on the soil's properties and the stress level, the process of stabilizing soil under load can be lengthened or shortened in time. Examples of particular case of the soil creep equation that cover the basic equations of the theory of aging are given, which makes it possible to unify deterministic solutions.
Об авторах
A. Buslov
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Россия, Moscow
B. Bakholdin
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Россия, Moscow
L. Stavnitser
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Россия, Moscow
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