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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
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works

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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