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verified SJR 1,107 · Q1 • database Scopus / SJR & Web of Science indexed
International Journal for Numerical and Analytical Methods in Geomechanics
United Kingdom · John Wiley and Sons Ltd
workspace_premium Q1 — Materials Science (miscellaneous) lock Subscription Unclaimed

International Journal for Numerical and Analytical Methods in Geomechanics

International Journal for Numerical and Analytical Methods in Geomechanics is a journal indexed in SJR in Materials Science (miscellaneous) and Mechanics of Materials with an H index of 121. It has a price of 3150 €. It has an SJR impact factor of 1,107 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1,107.

ISSN: 0363-9061
Editorial: John Wiley and Sons Ltd
Category: Materials Science (miscellaneous)
Indexation: verifiedScopus / SJR verifiedWeb of Science

Unclaimed profile — some fields may be incomplete.

open_in_new Portal NPD menu_book Guidelines NPD
schedule Datos CoP · solo campos en BD
SJR Impact Factor trending_up
1,107 Q1
H-index 121
Tasa de Aceptación pie_chart
25% Selectiva
Fuente Acceptance_Rate
Tiempo a publicación hourglass_top
NPD
Campo Sin dato
Coste de Publicación (APC) payments
3.150 € Subscription
Ruta Non-OA 0 €

Metrics

Campos Scimago / CoP — sin series inventadas

Scopus / SJR Web of Science

SJR Impact

1,107

H-index

121

Docs (year)

206

Docs 3y

419

Total refs

10974

Cites 3y

1669

Citable 3y

419

Cites/Doc 2y

3.83

Ref/Doc

53.27

Immediate OA

3150 €

Embargoed OA

NPD

Non OA / Submission

0 €

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Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays

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Application of unconstrained optimization and sensitivity analysis to calibration of a soil constitutive model

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Analytical model for the prediction of building deflections induced by ground movements

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Analytical and numerical investigation of uniqueness and localization in saturated porous media

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An elastoplastic constitutive model for cyclic behaviour of sands

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An approximate method for evaluating the shear band thickness in saturated soils

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An approach for providing quasi-convexity to yield functions and a generalized implicit integration scheme for isotropic constitutive models based on 2 unknowns

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An anisotropic hardening model for soils and its application to cyclic loading

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