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verified SJR 0,966 · Q1 • database Scopus / SJR & Web of Science indexed
Geosynthetics International
United Kingdom · ICE Publishing
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Geosynthetics International

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.

ISSN: 1072-6349
Publisher: ICE Publishing
Category: Geotechnical Engineering and Engineering Geology
Indexation: verifiedScopus / SJR verifiedWeb of Science
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schedule CountryOfPapers database fields
SJR Impact Factor trending_up
0,966 Q1
H-index 71
Acceptance rate pie_chart
29% Selective
Source Acceptance_Rate
Time to publication hourglass_top
NPD
Field NPD
Publication cost (APC) payments
NPD Subscription
Non-OA path NPD

Metrics

Scimago and CountryOfPapers database fields

Scopus / SJR Web of Science

SJR Impact

0,966

H-index

71

Docs (year)

61

Docs 3y

195

Total refs

3068

Cites 3y

612

Citable 3y

188

Cites/Doc 2y

2.85

Ref/Doc

50.3

Immediate OA

—

Embargoed OA

NPD

Non OA / Submission

—

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Best articles by citations

Calculation of Flow Velocity in Pipes as a Function of Flow Rate

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Walls Reinforced with Fiber Reinforced Plastic Geogrids in Japan

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

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Deformation response of shored MSE walls under surcharge loading in the centrifuge

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Critical Parameters for Specification of Prefabricated Vertical Drains

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

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Contribution of hand-knotted coir netting to the bearing capacity of loose sand

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Comparison of the Durability of Geotextiles in an Alkaline Mine Tailings Environment

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

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Comparative Model Study of Geosynthetic Pull-Out Response

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Combined Allowable Strength Reduction Factor for Geosynthetic Creep and Installation Damage

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Characterization of Geosynthetic Load-Strain Behavior After Installation Damage

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SHOW MORE ARTICLES

Calibration and Validation of Design Methods for Geosynthetic-Reinforced Retaining Structures Using Partial Factors

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A Comparison of the Response of Geosynthetics in the Multi-Axial and Uniaxial Test Devices

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

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Bentonite:Kaolinite Clay Liner

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

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Application of the wheel reflective cracking test for assessing geosynthetics in anti-reflection pavement cracking systems

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Application of Geotextile/Geomembrane Composite Liner for Infiltration Prevention in Xiaolingtou Rock-Fill Dam

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Analytical Equations for Predicting Concentration and Mass Flux from Composite Liners

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

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Analysis of geotextile tube behaviour by large-scale field model tests

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A Synthesis and Evaluation of Geosynthetic-Reinforced Base Layers in Flexible Pavements- Part I

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A Performance Test for Assessment of Long-Term Creep Behavior of Soil-Geosynthetic Composites

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