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Effect of Geosynthetic Reinforcement Inclusion on the Strength Parameters and Bearing Ratio of a Fine Soil

AuthID
P-00K-QR1

Author(s)

Carlos, DM

Pinho Lopes, M

Lopes, ML

Editor(es)

Correia,AG

Tipo de Documento

Proceedings Paper

Year published

2016

Publicado

in ADVANCES IN TRANSPORTATION GEOTECHNICS III in Procedia Engineering, ISSN: 1877-7058

Volume: 143, Páginas: 34-41 (8)

Conference

3Rd International Conference on Transportation Geotechnics (Ictg), Date: SEP, 2016, Location: Guimaraes, PORTUGAL, Patrocinadores: Univ Minho, Portuguese Geotechn Soc, ISSMGE Tech Comm TC202 Transportat Geotechn

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Publication Identifiers

DOI: 10.1016/j.proeng.2016.06.005

SCOPUS: 2-s2.0-84980603565

Wos: WOS:000387502700005

Source Identifiers

ISSN: 1877-7058

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Effect of Geosynthetic Reinforcement Inclusion on the Strength Parameters and Bearing Ratio of a Fine Soil

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Effect of Geosynthetic Reinforcement Inclusion on the Strength Parameters and Bearing Ratio of a Fine Soil

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