KFU. Card publication. Design of ultimately stable slopes of earthworks

KAZAN
FEDERAL UNIVERSITY

- RUS
- 中文
- ES

DESIGN OF ULTIMATELY STABLE SLOPES OF EARTHWORKS

Form of presentation

Conference proceedings in Russian journals and collections

Year of publication

2004

Язык

английский

Authors, employees of KFU

Obnosov Yuriy Viktorovich, author

Other authors

Kacimov Anvar Rashidovich, author

Bibliographic description in the original language

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

Annotation

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

Keywords

stable slope, seepage flow, Polubarinova-Kochina method

The name of the journal

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

Please use this ID to quote from or refer to the card

https://repository.kpfu.ru/eng/?p_id=138627&p_lang=2

Full metadata record

Field DC	Value	Language
dc.contributor.author	Obnosov Yuriy Viktorovich	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/eng/?p_id=138627&p_lang=2	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	Conference proceedings in Russian journals and collections	ru_RU