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INFLUENCE DE LA DIMENSION DES SPECIMENS SUR LA RESISTANCE A LA COMPRESSION NON CONFINEE DE SOL TRAITE AU CIMENT

Author
YAMAMOTO T; MIYAKE M
TOKYO CONSTRUCTION TECH. RES. INST./NISHINOMIYA/JPN
Source
ZAIRYO; ISSN 0514-5163; JPN; DA. 1982; VOL. 31; NO 341; PP. 183-187; ABS. ENG; BIBL. 11 REF.
Document type
Article
Language
Japanese
Keyword (fr)
GEOTECHNIQUE STABILISATION SOL SOL CIMENT ESSAI SOL ESSAI COMPRESSION INFLUENCE DIMENSION EPROUVETTE GENIE CIVIL
Keyword (en)
ENGINEERING GEOLOGY SOIL STABILIZATION CEMENT SOIL SOIL TEST COMPRESSION TEST INFLUENCE DIMENSIONS TEST PIECE 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
PASCALBTP82X0263773

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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