A possible critical state framework for unsaturated compacted soils

Alessandro Tarantino

doi:10.1680/geot.2007.57.4.385

A possible critical state framework for unsaturated compacted soils

Alessandro Tarantino

Civil And Environmental Engineering

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

53 Citations (Scopus)

Abstract

Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.

Original language	English
Pages (from-to)	385-389
Number of pages	5
Journal	Geotechnique
Volume	57
Issue number	4
DOIs	https://doi.org/10.1680/geot.2007.57.4.385
Publication status	Published - 1 May 2007

Keywords

suction
triaxial tests
shear strength
constitutive relations
compaction
partial saturation

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10.1680/geot.2007.57.4.385

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title = "A possible critical state framework for unsaturated compacted soils",

abstract = "Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.",

keywords = "suction, triaxial tests, shear strength, constitutive relations, compaction, partial saturation",

author = "Alessandro Tarantino",

year = "2007",

month = may,

day = "1",

doi = "10.1680/geot.2007.57.4.385",

language = "English",

volume = "57",

pages = "385--389",

journal = "Geotechnique",

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N2 - Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.

AB - Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.

KW - suction

KW - triaxial tests

KW - shear strength

KW - constitutive relations

KW - compaction

KW - partial saturation

U2 - 10.1680/geot.2007.57.4.385

DO - 10.1680/geot.2007.57.4.385

M3 - Article

SN - 0016-8505

VL - 57

SP - 385

EP - 389

JO - Geotechnique

JF - Geotechnique

IS - 4

ER -

A possible critical state framework for unsaturated compacted soils

Abstract

Keywords

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