A DEEP RETAINING STRUCTURE IN TILL AND SAND: STRESS PATH EFFECTS, PERFORMANCE AND ANALYSIS
- Other title
- STRUCTURE DE SOUTENEMENT DANS UNE EXCAVATION PROFONDE CREUSEE DANS LA MORAINE ET LE SABLE: INFLUENCE DES CHEMINS DE CONTRAINTE, ET ANALYSE (fr)
- Author
- MEDEIROS LV; EISENSTEIN Z
UNIV. OF ALBERTA, DEPT. OF CIVIL ENGRG./EDMONTON, ALTA./CAN - Source
- CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 120-140; ABS. FRE; BIBL. 43 REF.
- Document type
- Article
- Language
- English
- Keyword (fr)
- RELATION CONTRAINTE DEFORMATION ESSAI LABORATOIRE ARGILE SABLE MORAINE MUR SOUTENEMENT DEPLACEMENT DEFORMATION PRESSION MESURE METHODE ELEMENT FINI METHODE ANALYSE FOUILLE GENIE CIVIL CHARGE LATERALE GENIE CIVIL
- Keyword (en)
- STRESS STRAIN RELATION LABORATORY TEST CLAY SAND MORAINES RETAINING WALL DISPLACEMENT(DEFORMATION) PRESSURE MEASUREMENT FINITE ELEMENT METHOD ANALYSIS METHOD EXCAVATIONS LATERAL LOAD CIVIL ENGINEERING
- Keyword (es)
- INGENERIA CIVIL
- Classification
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- PASCALBTP83X0437835
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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