ISSN: 0266-352X

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Computers and Geotechnics Q1 Unclaimed

Elsevier B.V. United Kingdom

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Computers and Geotechnics is a journal indexed in SJR in Computer Science Applications and Geotechnical Engineering and Engineering Geology with an H index of 146. It has an SJR impact factor of 1,878 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1,878.

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy: Open Choice

Type of publications:

Publication frecuency: -

Categories: Computer Science Applications (Q1) Geotechnical Engineering and Engineering Geology (Q1)

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Metrics

1,878

SJR Impact factor

146

H Index

856

Total Docs (Last Year)

1586

Total Docs (3 years)

47275

Total Refs

10721

Total Cites (3 years)

1572

Citable Docs (3 years)

6.74

Cites/Doc (2 years)

55.23

Ref/Doc

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Aims and Scope

Best articles by citations

On self-learning finite element codes based on monitored response of structures

Improvement of quadrilateral meshes for discretization of tunnels

Analytical solution for pile hammer impact

Infinite boundary elements for the analysis of halfspace problems

Bearing capacity of strip and circular footings in sand using finite elements

Tunnel complex unloaded by a deep excavation

Numerical study to stabilise landslides by trench drains

A mathematical interpretation of the volumetric instability of loose sands

A mechanism of pore pressure accumulation in rapidly sliding submerged porous blocks

Seepage analysis based on boundary-fitted coordinate transformation method

Foreword

Arching effects behind a soldier pile wall

SHOW MORE ARTICLES

Interparticle forces and displacements in granular materials

Video tracking for experimental validation of discrete element simulations of large discontinuous deformations

Modified Darcy's law, Terzaghi's effective stress principle and Fick's law for swelling clay soils

A probabilistic analysis of foundation settlements

Analyses of stability of geogrid reinforced steep slopes and retaining walls

Coupled numerical analysis of strain localization induced by shallow tunnels in saturated soils

A case history of a deep basement in London Clay

Rotational kinematic hardening model for sand. Part II Characteristic work hardening law and predictions

Development of nonlinear cross-anisotropic model for the pre-failure deformation of geomaterials

Grain breakage criteria for discrete element models of sand crushing under one-dimensional compression

Numerical modeling of seabed ice scour

A new incrementally non linear constitutive law for finite element applications in geomechanics