ISSN: 0266-352X
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Computers and Geotechnics Q1 Unclaimed
Computers and Geotechnics is a journal indexed in SJR in Computer Science Applications and Geotechnical Engineering and Engineering Geology with an H index of 131. It has an SJR impact factor of 1,725 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1,725.
Type: Journal
Type of Copyright:
Languages: English
Open Access Policy: Open Choice
Type of publications:
Publication frecuency: -
- €
Inmediate OANPD
Embargoed OA0 €
Non OAMetrics
1,725
SJR Impact factor131
H Index676
Total Docs (Last Year)1388
Total Docs (3 years)35872
Total Refs8678
Total Cites (3 years)1376
Citable Docs (3 years)5.76
Cites/Doc (2 years)53.07
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Aims and Scope
Best articles by citations
On self-learning finite element codes based on monitored response of structures
View moreImprovement of quadrilateral meshes for discretization of tunnels
View moreAnalytical solution for pile hammer impact
View moreInfinite boundary elements for the analysis of halfspace problems
View moreBearing capacity of strip and circular footings in sand using finite elements
View moreTunnel complex unloaded by a deep excavation
View moreNumerical study to stabilise landslides by trench drains
View moreA mathematical interpretation of the volumetric instability of loose sands
View moreA mechanism of pore pressure accumulation in rapidly sliding submerged porous blocks
View moreSeepage analysis based on boundary-fitted coordinate transformation method
View moreForeword
View moreArching effects behind a soldier pile wall
View moreInterparticle forces and displacements in granular materials
View moreVideo tracking for experimental validation of discrete element simulations of large discontinuous deformations
View moreModified Darcy's law, Terzaghi's effective stress principle and Fick's law for swelling clay soils
View moreA probabilistic analysis of foundation settlements
View moreAnalyses of stability of geogrid reinforced steep slopes and retaining walls
View moreCoupled numerical analysis of strain localization induced by shallow tunnels in saturated soils
View moreA case history of a deep basement in London Clay
View moreRotational kinematic hardening model for sand. Part II Characteristic work hardening law and predictions
View moreDevelopment of nonlinear cross-anisotropic model for the pre-failure deformation of geomaterials
View moreGrain breakage criteria for discrete element models of sand crushing under one-dimensional compression
View moreNumerical modeling of seabed ice scour
View moreA new incrementally non linear constitutive law for finite element applications in geomechanics
View more
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