| Форма представления | Тезисы и материалы конференций в зарубежных журналах и сборниках |
| Год публикации | 2017 |
| Язык | английский |
|
Латыпов Айрат Исламгалиевич, автор
|
|
Драновский Абрам Нисонович, автор
|
| Библиографическое описание на языке оригинала |
Latypov A. Investigation of sandy soil dynamic strenght by the method of self-excited vibration / Latypov A., Dranovskiy A. //17th international multidisciplinary scientific geoconference SGEM 2017 - Albena, Bulgaria, - vol. 17. p. 485-490. |
| Аннотация |
17th international multidisciplinary scientific geoconference SGEM 2017 |
| Ключевые слова |
sandy soil, dynamic, deformation discreteness, the method of self-excited vibrations, soil destruction |
| Название журнала |
17th international multidisciplinary scientific geoconference SGEM 2017
|
| URL |
https://www.scopus.com/record/display.uri?eid=2-s2.0-85032495142&origin=resultslist&sort=plf-f&src=s&sid=a01b82bc7fce9aa03fcb6f81d60bfb90&sot=autdocs&sdt=autdocs&sl=18&s=AU-ID%2855961300300%29&relpos=0&citeCnt=0&searchTerm= |
| Пожалуйста, используйте этот идентификатор, чтобы цитировать или ссылаться на эту карточку |
https://repository.kpfu.ru/?p_id=163353 |
Полная запись метаданных  |
| Поле DC |
Значение |
Язык |
| dc.contributor.author |
Латыпов Айрат Исламгалиевич |
ru_RU |
| dc.contributor.author |
Драновский Абрам Нисонович |
ru_RU |
| dc.date.accessioned |
2017-01-01T00:00:00Z |
ru_RU |
| dc.date.available |
2017-01-01T00:00:00Z |
ru_RU |
| dc.date.issued |
2017 |
ru_RU |
| dc.identifier.citation |
Latypov A. Investigation of sandy soil dynamic strenght by the method of self-excited vibration / Latypov A., Dranovskiy A. //17th international multidisciplinary scientific geoconference SGEM 2017 - Albena, Bulgaria, - vol. 17. p. 485-490. |
ru_RU |
| dc.identifier.uri |
https://repository.kpfu.ru/?p_id=163353 |
ru_RU |
| dc.description.abstract |
17th international multidisciplinary scientific geoconference SGEM 2017 |
ru_RU |
| dc.description.abstract |
This paper presents a new approach to the evaluation of dynamic soil strength based on the hypothesis of discreteness of the deformation process - a method of self-excited vibration. This method was first discovered at the sandy soil shear test.
The destruction of the soil is viewed as cyclical and consists of two phases: the static and dynamic. On static stage deformation is slow, with energy accumulation. In the dynamic there is a rapid discharge, accompanied by a sharp increase in strain.
Self-excited vibrations are caused by the fact that the soil accumulates potential energy only up to a certain limit, which depends on its density, and then there is the destruction of soil structure, the instantaneous relaxation of shear resistance and plastic deformation slip. Thereafter, under the influence of an external load soil again accumulates energy gradually, and then being unloaded. |
ru_RU |
| dc.language.iso |
ru |
ru_RU |
| dc.subject |
sandy soil |
ru_RU |
| dc.subject |
dynamic |
ru_RU |
| dc.subject |
deformation discreteness |
ru_RU |
| dc.subject |
the method of self-excited vibrations |
ru_RU |
| dc.subject |
soil destruction |
ru_RU |
| dc.title |
Investigation of sandy soil dynamic strenght by the method of self-excited vibration |
ru_RU |
| dc.type |
Тезисы и материалы конференций в зарубежных журналах и сборниках |
ru_RU |
|
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