ZUR BEANSPRUCHUNG VON TUNNELAUSBAUTEN BEI NICHTLINEAREM BAUGRUNDVERHALTEN
- Other title
- A PROPOS DE LA CONTRAINTE DANS LES OUVRAGES DE SOUTENNEMENT DES TUNNELS LORSQUE LE TERRAIN DE FONDATION NE SE COMPORTE PAS DE FACON LINEAIRE (fr)
- Author
- LINDNER E
- Source
- STR. TIEFBAU; ISSN 0039-2197; DEU; DA. 1983; VOL. 37; NO 2; PP. 5-12; BIBL. 18 REF.
- Document type
- Article
- Language
- German
- Keyword (fr)
- MODELE METHODE ELEMENT FINI TUNNEL FONDATION ROCHE CLASTIQUE MEUBLE PROPRIETE PHYSIQUE MECANIQUE SOL CONTRAINTE RUPTURE BRUTALE FRACTURE GEOLOGIE INGENIEUR GEOLOGIE SCIENCES DE LA TERRE ROCHE SEDIMENTAIRE
- Keyword (en)
- MODELS FINITE ELEMENT ANALYSIS TUNNELS FOUNDATIONS CLASTIC SEDIMENTS PHYSICAL PROPERTIES SOIL MECHANICS STRESS FAILURES FRACTURES ENGINEERING GEOLOGY GEOLOGY EARTH SCIENCES SEDIMENTARY ROCKS
- Keyword (es)
- GEOLOGIA INGENIERO GEOLOGIA CIENCIAS DE LA TIERRA
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01N Hydrology. Hydrogeology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS ; BRGM
- Database
- PASCAL
- INIST identifier
- PASCALGEODEBRGM8320288712
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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Europe PubMed Central access
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