КФУ. Карточка публикации. Design of ultimately stable slopes of earthworks

КАЗАНСКИЙ
ФЕДЕРАЛЬНЫЙ УНИВЕРСИТЕТ

RUS

- EN
- 中文
- ES

DESIGN OF ULTIMATELY STABLE SLOPES OF EARTHWORKS

Форма представления

Тезисы и материалы конференций в российских журналах и сборниках

Год публикации

2004

Язык

английский

Авторы, сотрудники КФУ

Обносов Юрий Викторович, автор

Другие авторы

Kacimov Anvar Rashidovich, автор

Библиографическое описание на языке оригинала

Obnosov Yu.V., Kacimov A.R. Design of ultimately stable slopes of earthworks. Abstracts of the International Conference “Advanced Problems in Mechanics”. Institute of Applied Mechanics, Sanct-Petersburg, 2004, p.81

Аннотация

Abstracts of the International Conference ?Advanced Problems in Mechanics?. Institute of Applied Mechanics, Sanct-Petersburg, 2004

Ключевые слова

stable slope, seepage flow, Polubarinova-Kochina method

Название журнала

Abstracts of the International Conference ?Advanced Problems in Mechanics?. Institute of Applied Mechanics, Sanct-Petersburg, 2004

Пожалуйста, используйте этот идентификатор, чтобы цитировать или ссылаться на эту карточку

https://repository.kpfu.ru/?p_id=138627

Полная запись метаданных

Поле DC	Значение	Язык
dc.contributor.author	Обносов Юрий Викторович	ru_RU
dc.contributor.author	Kacimov Anvar Rashidovich	ru_RU
dc.date.accessioned	2004-01-01T00:00:00Z	ru_RU
dc.date.available	2004-01-01T00:00:00Z	ru_RU
dc.date.issued	2004	ru_RU
dc.identifier.citation	Obnosov Yu.V., Kacimov A.R. Design of ultimately stable slopes of earthworks. Abstracts of the International Conference “Advanced Problems in Mechanics”. Institute of Applied Mechanics, Sanct-Petersburg, 2004, p.81	ru_RU
dc.identifier.uri	https://repository.kpfu.ru/?p_id=138627	ru_RU
dc.description.abstract	Abstracts of the International Conference ?Advanced Problems in Mechanics?. Institute of Applied Mechanics, Sanct-Petersburg, 2004	ru_RU
dc.description.abstract	Stability of soil slopes affected by seepage flows is an important criterion of design, construction and maintenance of drainage ditches, earth dams, quarries, tunnels, and other hydraulic structures. Seepage induced or enhanced erosion of slopes occurs as heaving, piping, liquefaction, suffusion, boiling, washing, creep, sloughing, slipping, and landsliding. Water (pore) pressure and hydraulic gradients near the slope are most important in the analysis of stability of man-made and natural slopes.	ru_RU
dc.language.iso	ru	ru_RU
dc.subject	stable slope	ru_RU
dc.subject	seepage flow	ru_RU
dc.subject	Polubarinova-Kochina method	ru_RU
dc.title	Design of ultimately stable slopes of earthworks	ru_RU
dc.type	Тезисы и материалы конференций в российских журналах и сборниках	ru_RU