The Role of the Characteristic Line in Static Soil Behavior

Lars Bo Ibsen; Poul V. Lade

The Role of the Characteristic Line in Static Soil Behavior

Sektionen for Konstruktioner, Geoteknik og Risiko

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

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Originalsprog	Engelsk
Titel	Proceedings of the 4th International Workshop on Localization and Bifurcation Theory for Soil and Rocks : Gifu, Japan, 1998
Redaktører	Toshihisa Adachi, Fusao Oka, Atsushi Yashima
Forlag	CRC Press/Balkema
Publikationsdato	1998
Sider	221-230
ISBN (Trykt)	90-5809-004-3
Status	Udgivet - 1998
Begivenhed	The 4th International Workshop on Localization and Bifurcation Theory for Soils and Rocks - Gifu, Japan Varighed: 28 sep. 1997 → 2 okt. 1997

Konference

Konference	The 4th International Workshop on Localization and Bifurcation Theory for Soils and Rocks
Land/Område	Japan
By	Gifu
Periode	28/09/1997 → 02/10/1997

Bibliografisk note

PDF for print: 12 pp.

Also in: AAU Geotechnical Engineering Papers; ISSN: 1398-6465; R9804

Emneord

Sand
Sand Behavior
Soil
Soil Behavior
Phase Transformation Lines
Triaxial Tests
Drained Triaxial Tests
Static Triaxial Compression
Relative Density
Minor Principal Stresses
Stress Paths
Nonhomogeneous Strains
Localized Strains

Adgang til dokumentet

The Role of the Characteristic Line in Static Soil BehaviorForlagets udgivne version, 5,77 MB

AUB Link

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Citationsformater

@inproceedings{6bc78c709c2e11db8ed6000ea68e967b,

title = "The Role of the Characteristic Line in Static Soil Behavior",

keywords = "Sand, Sand Behavior, Soil, Soil Behavior, Phase Transformation Lines, Triaxial Tests, Drained Triaxial Tests, Static Triaxial Compression, Relative Density, Minor Principal Stresses, Stress Paths, Nonhomogeneous Strains, Localized Strains, Sand, Sand Behavior, Soil, Soil Behavior, Phase Transformation Lines, Triaxial Tests, Drained Triaxial Tests, Static Triaxial Compression, Relative Density, Minor Principal Stresses, Stress Paths, Nonhomogeneous Strains, Localized Strains",

author = "Ibsen, {Lars Bo} and Lade, {Poul V.}",

note = "PDF for print: 12 pp. Also in: AAU Geotechnical Engineering Papers; ISSN: 1398-6465; R9804; The 4th International Workshop on Localization and Bifurcation Theory for Soils and Rocks ; Conference date: 28-09-1997 Through 02-10-1997",

year = "1998",

language = "English",

isbn = "90-5809-004-3",

pages = "221--230",

editor = "Toshihisa Adachi and Fusao Oka and Atsushi Yashima",

booktitle = "Proceedings of the 4th International Workshop on Localization and Bifurcation Theory for Soil and Rocks",

publisher = "CRC Press/Balkema",

}

Ibsen, LB & Lade, PV 1998, The Role of the Characteristic Line in Static Soil Behavior. i T Adachi, F Oka & A Yashima (red), Proceedings of the 4th International Workshop on Localization and Bifurcation Theory for Soil and Rocks: Gifu, Japan, 1998. CRC Press/Balkema, s. 221-230, The 4th International Workshop on Localization and Bifurcation Theory for Soils and Rocks, Gifu, Japan, 28/09/1997.

The Role of the Characteristic Line in Static Soil Behavior. / Ibsen, Lars Bo; Lade, Poul V.
Proceedings of the 4th International Workshop on Localization and Bifurcation Theory for Soil and Rocks: Gifu, Japan, 1998. red. / Toshihisa Adachi; Fusao Oka; Atsushi Yashima. CRC Press/Balkema, 1998. s. 221-230.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - The Role of the Characteristic Line in Static Soil Behavior

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AU - Lade, Poul V.

N1 - PDF for print: 12 pp. Also in: AAU Geotechnical Engineering Papers; ISSN: 1398-6465; R9804

PY - 1998

Y1 - 1998

KW - Sand

KW - Sand Behavior

KW - Soil

KW - Soil Behavior

KW - Phase Transformation Lines

KW - Triaxial Tests

KW - Drained Triaxial Tests

KW - Static Triaxial Compression

KW - Relative Density

KW - Minor Principal Stresses

KW - Stress Paths

KW - Nonhomogeneous Strains

KW - Localized Strains

KW - Sand

KW - Sand Behavior

KW - Soil

KW - Soil Behavior

KW - Phase Transformation Lines

KW - Triaxial Tests

KW - Drained Triaxial Tests

KW - Static Triaxial Compression

KW - Relative Density

KW - Minor Principal Stresses

KW - Stress Paths

KW - Nonhomogeneous Strains

KW - Localized Strains

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BT - Proceedings of the 4th International Workshop on Localization and Bifurcation Theory for Soil and Rocks

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