A possible critical state framework for unsaturated compacted soils

Research output: Contribution to journalArticle

37 Citations (Scopus)

Abstract

Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.
LanguageEnglish
Pages385-389
Number of pages5
JournalGeotechnique
Volume57
Issue number4
DOIs
Publication statusPublished - 1 May 2007

Fingerprint

critical state
water retention
plastic
Plastics
Soils
Water
soil

Keywords

  • suction
  • triaxial tests
  • shear strength
  • constitutive relations
  • compaction
  • partial saturation

Cite this

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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 = "5",
day = "1",
doi = "10.1680/geot.2007.57.4.385",
language = "English",
volume = "57",
pages = "385--389",
journal = "G{\'e}otechnique",
issn = "0016-8505",
number = "4",

}

A possible critical state framework for unsaturated compacted soils. / Tarantino, Alessandro.

In: Geotechnique, Vol. 57, No. 4, 01.05.2007, p. 385-389.

Research output: Contribution to journalArticle

TY - JOUR

T1 - A possible critical state framework for unsaturated compacted soils

AU - Tarantino, Alessandro

PY - 2007/5/1

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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

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EP - 389

JO - Géotechnique

T2 - Géotechnique

JF - Géotechnique

SN - 0016-8505

IS - 4

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