Default: Geotechnique

ISSN: 0016-8505

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Geotechnique Q1 Unclaimed

ICE Publishing Ltd. United Kingdom
Unfortunately this journal has not been claimed yet. For this reason, some information may be unavailable.

Geotechnique is a journal indexed in SJR in Earth and Planetary Sciences (miscellaneous) and Geotechnical Engineering and Engineering Geology with an H index of 126. It has an SJR impact factor of 2,408 and it has a best quartile of Q1. It is published in English.

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy:

Type of publications:

Publication frecuency: -

Metrics

Geotechnique

2,408

SJR Impact factor

126

H Index

93

Total Docs (Last Year)

256

Total Docs (3 years)

3471

Total Refs

1157

Total Cites (3 years)

241

Citable Docs (3 years)

4,41

Cites/Doc (2 years)

37,32

Ref/Doc


Best articles

A Geochemical Investigation of The Sensitivity of a Normally Consolidated Clay From Drammen, Norway

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A hydraulic triaxial apparatus for controlled stress path testing

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A Landslide at Jackfield, Shropshire, in a Heavily Over-Consolidated Clay

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A Microstructural View of the Mechanical Properties of Saturated Clay

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A New Soil Testing Apparatus

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

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A Note on the Influence of Interparticle Friction on the Shearing Strength of a Random Assembly of Spherical Particles

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A note on the principle of the mid-point circle

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A pressure-dependent correction for displacement results from 1gmodel tests with sand

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A Stero-Photogrammetric Method for Measuring Displacement Fields

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

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An analytical solution for consolidation with vertical drains under multi-ramp loading

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An Apparatus for Triaxial-Compression Tests at High Pressures

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An experimental and theoretical comparison between static and dynamic torsional soil tests

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Analysis of the Stability of Some Norwegian Natural Clay Slopes

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Automatic orientation analysis of particles of soil microstructures

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

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Biot analysis of consoidation beneath embankments

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Clay-interface shear resistance

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Compacted soil behaviour: initial state, structure and constitutive modelling

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Composition and compressibility of typical samples of Mexico City clay

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Considerations on the Sensitivity of Norwegian Quick-Clays

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Consolidation Theory Applied to Foundation Pile Time Effects

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Correspondence

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