Soil-Geosynthetic Interaction Under Triaxial Conditions: Shear Strength Increase and Influence of the Specimen Dimensions

AuthID
 P-00Z-C0Y
5
Author(s)
Anjos, R
·
Carlos, DM
·
Pinho Lopes, M
·
Powrie, W
Tipo de Documento
Article
Year published
2023
Publicado
in INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, ISSN: 2199-9260
Volume: 9, Número: 6
Indexing
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Scopus®
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Google Scholar®
Publication Identifiers
SCOPUS: 2-s2.0-85176464232
Wos: WOS:001101272100001
Source Identifiers
ISSN: 2199-9260
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