ISSN: 0008-3674

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Canadian Geotechnical Journal Q1 Unclaimed

National Research Council of Canada Canada

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Canadian Geotechnical Journal is a journal indexed in SJR in Civil and Structural Engineering and Geotechnical Engineering and Engineering Geology with an H index of 129. It has a price of 2083 €. It has an SJR impact factor of 1.613 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1.613.

Canadian Geotechnical Journal focuses its scope in these topics and keywords: rigid, assessment, soil, model, small, behaviour, pressure, subgrade, fragmentation, evaluate, ...

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy:

Type of publications:

Publication frecuency: -

Categories: Civil and Structural Engineering (Q1) Geotechnical Engineering and Engineering Geology (Q1)

Price

2083 €

Inmediate OA

NPD

Embargoed OA

0 €

Non OA

Metrics

1.613

SJR Impact factor

129

H Index

148

Total Docs (Last Year)

470

Total Docs (3 years)

6779

Total Refs

1994

Total Cites (3 years)

410

Citable Docs (3 years)

4.07

Cites/Doc (2 years)

45.8

Ref/Doc

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Aims and Scope

Best articles by citations

Analyse fiabiliste du comportement axial des conduites d'assainissement

The River Aire slope failure at the St. Aidans E?otension Opencast Coal Site, West Yorkshire, United Kingdom

The collapse behavior of a compacted soil during inundation

Mercury intrusion and permeability of Louiseville clay

Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis

Book review: Landslides: Proceedings of the 9th International Conference and Field Trip on Landslides, Bristol, United Kingdom, 5-16 Septmber 1999

Pore-water pressures in soft to firm clay during driving of piles into underlying dense sand

Characterization of geotechnical variability and Evaluation of geotechnical property variability: Reply

Bearing capacity of piles in layered soils. Part 2. Sand overlying clay

Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures

Caracterisation en laboratoire du potentiel expansif de granulats de remblais de fondation

Ultimate capacity of flexible piles under eccentric and inclined loads

SHOW MORE ARTICLES

On the Role of Chemistry in the Development and Behavior of the Sensitive Marine Clays of Canada and Scandinavia

Analysis of bearing capacity of rigid piles under eccentric and inclined loads

Vibratory compaction of coarse-grained soils

The Yielding Behavior of Particulate Media

Influence of initial water content on unsaturated shear strength of com-pacted GMZ bentonite

Design of large-diameter drilled shafts for the Northumberland Strait bridge project

Yield states and stress-strain relationships in a natural plastic clay

Effect of roughness on shear behavior of red clay -concrete interface in large-scale direct shear tests

The bearing capacity of dykes and fills founded on soft soils of limited thickness

The Bearing Capacity of Rigid Piles Under Inclined Loads in Sand. I: Vertical Piles

Freeze-thaw cycling concurrent with cation exchange and the hydraulic conductivity of geosynthetic clay liners

Prediction and follow-up of failure and fallouts in footwall drifts in the Kiirunavaara mine