Soil Creep Equations Based on the Probabilistic Rheological Model
| Autor: | L. R. Stavnitser, B. V. Bakholdin, A. S. Buslov |
|---|---|
| Rok vydání: | 2017 |
| Předmět: |
0208 environmental biotechnology
Probabilistic logic Soil Science Ocean Engineering 02 engineering and technology Mechanics 010501 environmental sciences Physics::Classical Physics Geotechnical Engineering and Engineering Geology 01 natural sciences Physics::Geophysics 020801 environmental engineering Downhill creep Stress level General Energy Rheology Geotechnical engineering Sensitivity (control systems) Computer Science::Databases 0105 earth and related environmental sciences Water Science and Technology Mathematics |
| Zdroj: | Soil Mechanics and Foundation Engineering. 54:1-6 |
| ISSN: | 1573-9279 0038-0741 |
| Popis: | 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. |
| Databáze: | OpenAIRE |
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