A shearbox for testing unsaturated soils from medium to high degrees of saturation

Marco  Caruso; Alessandro Tarantino

doi:10.1680/geot.2004.54.4.281

A shearbox for testing unsaturated soils from medium to high degrees of saturation

Marco Caruso, Alessandro Tarantino

Civil And Environmental Engineering

Research output: Contribution to journal › Article › peer-review

24 Citations (Scopus)

Abstract

Unsaturated shear strength is of relevance in many geotechnical applications involving either compacted or natural soils.

Original language	English
Pages (from-to)	281 –284
Number of pages	4
Journal	Geotechnique
Volume	54
Issue number	4
DOIs	https://doi.org/10.1680/geot.2004.54.4.281
Publication status	Published - 1 May 2004

Keywords

partial saturation
shear strength
suction
laboratory equipment

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10.1680/geot.2004.54.4.281

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title = "A shearbox for testing unsaturated soils from medium to high degrees of saturation",

abstract = "Unsaturated shear strength is of relevance in many geotechnical applications involving either compacted or natural soils.",

keywords = "partial saturation, shear strength, suction, laboratory equipment",

author = "Marco Caruso and Alessandro Tarantino",

year = "2004",

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doi = "10.1680/geot.2004.54.4.281",

language = "English",

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AU - Tarantino, Alessandro

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N2 - Unsaturated shear strength is of relevance in many geotechnical applications involving either compacted or natural soils.

AB - Unsaturated shear strength is of relevance in many geotechnical applications involving either compacted or natural soils.

KW - partial saturation

KW - shear strength

KW - suction

KW - laboratory equipment

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DO - 10.1680/geot.2004.54.4.281

M3 - Article

SN - 0016-8505

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SP - 281

EP - 284

JO - Geotechnique

JF - Geotechnique

IS - 4

ER -

A shearbox for testing unsaturated soils from medium to high degrees of saturation

Abstract

Keywords

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