ISSN: 0016-8505

Geotechnique Q1 Unclaimed

ICE Publishing United Kingdom

Unfortunately this journal has not been claimed yet. For this reason, some information may be unavailable.

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 2,042.

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy: Open choice

Type of publications:

Publication frecuency: -

Categories: Earth and Planetary Sciences (miscellaneous) (Q1) Geotechnical Engineering and Engineering Geology (Q1)

Price

2100 €

Inmediate OA

NPD

Embargoed OA

0 €

Non OA

Metrics

2,042

SJR Impact factor

157

H Index

177

Total Docs (Last Year)

316

Total Docs (3 years)

9042

Total Refs

1525

Total Cites (3 years)

295

Citable Docs (3 years)

4.18

Cites/Doc (2 years)

51.08

Ref/Doc

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Aims and Scope

Best articles by citations

A new system for automatically simulatingK0consolidation andK0swelling in the conventional triaxial cell

Lever-type apparatus for electrically measuring volume change

Direct Simple-Shear Tests on a Norwegian Quick Clay

Stresses and Displacements in an Elastic Layer due to Inclined and Eccentric Load Over a Rigid Strip

Geometric softening in triaxial tests on granular material

Bearing capacity of a footing on a F = 0 soil with linearly varying shear strength

Geotechnical model tests of bearing capacity problems in a centrifuge

Volume Changes During Undrained Triaxial Tests on Saturated Dilatant Granular Materials

Soil mechanics and plasticity analysis of strain softening

Geotechnical problems involved in foundations of structures in the North Sea

Soil mechanics aspects of dredging

The effect of increasing strength with depth on the bearing capacity of clays

SHOW MORE ARTICLES

A Stero-Photogrammetric Method for Measuring Displacement Fields

Undrained plane-strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test

Stresses in soil-bentonite slurry trench cut-off walls

Undrained Shear Strengths Of Anisotropically Consolidated Clays

Initial loading of a sand layer under a circular pressure membrane

A Theoretical Study of the Pressures Acting on a Rigid Wall by a Sloping Earth or Rock Fill

The measurement of planar displacements of sand grains

Clay-interface shear resistance

Load Test on a Deep Circular Footing on Clay

The Correlation of Cone Size in The Dynamic Cone Pennetration Test with the Standard Pennetration Test

Frictional Resistance of Bored Piles in Expansive Clays

Plastic deformation and failure in granular media