ISSN: 1072-6349

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Geosynthetics International Q1 Unclaimed

ICE Publishing United Kingdom

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Geosynthetics International is a journal indexed in SJR in Geotechnical Engineering and Engineering Geology with an H index of 71. It has an SJR impact factor of 0,966 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 0,966.

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

- €

Inmediate OA

NPD

Embargoed OA

- €

Non OA

Metrics

0,966

SJR Impact factor

71

H Index

61

Total Docs (Last Year)

195

Total Docs (3 years)

3068

Total Refs

612

Total Cites (3 years)

188

Citable Docs (3 years)

2.85

Cites/Doc (2 years)

50.3

Ref/Doc

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Engineering Geology Q1
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Aims and Scope

Best articles by citations

HDPE Geosynthetics: Premature Failures and Their Prediction

Design of Structures Connected to Geomembranes

Bearing Capacity of a Geotextile-Reinforced Unpaved Road as a Function of Deformation: A Model Study

Characterization of Geosynthetic Load-Strain Behavior After Installation Damage

Comparison of Geotextile Durability to Outdoor Exposure Conditions in the Peruvian Andes and the Southeastern USA

Design and Construction of Geotextile Reinforced Soil Structures for Road Earthworks in Japan

The Effect of pH, Resin Properties, and Manufacturing Process on Laboratory Degradation of Polyester Geosynthetics

Geotextile Characterization and Pore-Size Distribution: Part I. A Review of Manufacturing Processes

Geotextile Characterization and Pore-Size Distribution: Part II. A Review of Test Methods and Results

Geotextile Filters for Internally Stable/Unstable Soils

Geotextile Filtration Tests on Two Brazilian Soils and Current Filter Criteria

Determining the design parameters for geosynthetic reinforcements subject to multistage actions using the isochronous strain energy approach

SHOW MORE ARTICLES

Geotextile-Reinforced Embankments on Soft Clays - Effects of a Foundation Soil Crust Strengthened by Lime Diffusion

Effects of Preloading and Prestressing on the Strength and Stiffness of Geosynthetic Reinforced Clay in Plane Strain Compression

Elastic Settlements of Circular Footings on Geosynthetic-Reinforced Soil

Buried flexible pipes behaviour in unreinforced and reinforced soils under cyclic loading

Criterion for Acceptable Bentonite Loss From a GCL Incorporated Into a Liner System

Liquid Flow Through Composite Liners due to Geomembrane Defects: Analytical Solutions for Axi-Symmetric and Two-Dimensional Problems

Liquid Flow Through Composite Liners due to Geomembrane Defects: Nonuniform Hydraulic Transmissivity at the Liner Interface

Analysis of sand slopes stabilized with facing of soil bags with extended reinforcement strips

Puncture resistance of PVC geomembranes using the truncated cone test

Design of Liquid Collection Layers With Radial Flow

Filtration Criteria for Prefabricated Vertical Drain Geotextile Filter Jackets in Soft Bangkok Clay

Combined Allowable Strength Reduction Factor for Geosynthetic Creep and Installation Damage