Three-dimensional stability of slopes and excavations
- Author
- MICHALOWSKI, R. L1 ; DRESCHER, A2
[1] Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, United States
[2] Department of Civil Engineering, University of Minnesota, Minneapolis, United States - Source
Geotechnique. 2009, Vol 59, Num 10, pp 839-850, 12 p ; ref : 1/4 p
- CODEN
- GTNQA8
- ISSN
- 0016-8505
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- Telford, London
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- excavations failure landslides limit state design/analysis plasticity slopes
- Keyword (fr)
- Coupe transversale Cône Déformation sous contrainte Excavation Glissement terrain Géométrie Plasticité Profondeur Rotation Rupture Sol Stabilité Terrassement Versant
- Keyword (en)
- cross sections cones strain excavations landslides geometry plasticity depth rotation rupture soils stability earthworks slopes
- Keyword (es)
- Deformación bajo tensión Excavación Desmoronamiento tierra Geometría Plasticidad Profundidad Rotación Ruptura Suelo Estabilidad Movimiento tierra Declive
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 22139704
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1680/geot.8.P.136 
https://dx.doi.org/10.1680/geot.8.P.136
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