Geotechnique Q1
Unclaimed
Established in 1948, Géotechnique is the world's premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics. To submit to this journal is free. Papers appear Ahead of Print (below) as soon as they are ready to be published. Ahead of print articles are fully citable using the DOI system. It has an SJR impact factor of 2,069.
Type: Journal
Type of Copyright:
Languages: English
Open Access Policy: Open choice
Type of publications:
Publication frecuency: -


2100 €
Inmediate OANPD
Embargoed OA0 €
Non OAMetrics
2,069
SJR Impact factor181
H Index97
Total Docs (Last Year)407
Total Docs (3 years)4714
Total Refs2186
Total Cites (3 years)393
Citable Docs (3 years)5.13
Cites/Doc (2 years)48.6
Ref/DocOther journals with similar parameters
Annual Review of Earth and Planetary Sciences Q1
Nature Geoscience Q1
Earth System Science Data Q1
IEEE Geoscience and Remote Sensing Magazine Q1
Earth-Science Reviews Q1
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Aims and Scope
Best articles by citations
A discrete numerical model for granular assemblies
A constitutive model for partially saturated soils
The use of the Slip Circle in the Stability Analysis of Slopes
The Analysis of the Stability of General Slip Surfaces
Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
A Method of analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces
Associated and non-associated visco-plasticity and plasticity in soil mechanics
Slope stability analysis by strength reduction
Numerical simulations of deviatoric shear deformation of granular media
The thickness of shear bands in granular materials
The general and congruent effects of structure in natural soils and weak rocks
Some Aspects of Effective Stress in Saturated and Partly Saturated Soils
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