Example of Geosynthetics International format
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Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format Example of Geosynthetics International format
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Geosynthetics International — Template for authors

Publisher: ICE Publishing
Categories Rank Trend in last 3 yrs
Geotechnical Engineering and Engineering Geology #24 of 195 up up by 3 ranks
Civil and Structural Engineering #40 of 318 down down by None rank
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 183 Published Papers | 1110 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 16/06/2020
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Journal Performance & Insights

Impact Factor

CiteRatio

Determines the importance of a journal by taking a measure of frequency with which the average article in a journal has been cited in a particular year.

A measure of average citations received per peer-reviewed paper published in the journal.

2.802

3% from 2018

Impact factor for Geosynthetics International from 2016 - 2019
Year Value
2019 2.802
2018 2.89
2017 2.406
2016 2.603
graph view Graph view
table view Table view

6.1

24% from 2019

CiteRatio for Geosynthetics International from 2016 - 2020
Year Value
2020 6.1
2019 4.9
2018 4.1
2017 3.9
2016 4.0
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has decreased by 3% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 24% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

Measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

Measures actual citations received relative to citations expected for the journal's category.

1.618

4% from 2019

SJR for Geosynthetics International from 2016 - 2020
Year Value
2020 1.618
2019 1.684
2018 1.448
2017 1.429
2016 1.694
graph view Graph view
table view Table view

1.802

12% from 2019

SNIP for Geosynthetics International from 2016 - 2020
Year Value
2020 1.802
2019 1.607
2018 1.428
2017 1.629
2016 1.594
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has decreased by 4% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 12% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Geosynthetics International

Guideline source: View

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ICE Publishing

Geosynthetics International

An online only, rapid publication journal, Geosynthetics International – an official journal of the International Geosynthetics Society (IGS) – publishes the best information on current geosynthetics technology in research, design innovation, new materials and construction pra...... Read More

Geotechnical Engineering and Engineering Geology

Earth and Planetary Sciences

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Last updated on
16 Jun 2020
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ISSN
1072-6349
i
Impact Factor
High - 1.244
i
Open Access
No
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Sherpa RoMEO Archiving Policy
Green faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Bibliography Name
ICE Citation (Geotech)
i
Citation Type
Author Year
(Blonder et al., 1982)
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Bibliography Example
Blonder, G. E., Tinkham, M. & Klapwijk, T. M. (1982). Transition from metallic to tunneling regimes in superconducting micro- constrictions: Excess current, charge imbalance, and supercurrent conversion. Phys. Rev. B 25, No. 7, 4515–4532, URL 10.1103/ PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1680/GEIN.5.0117
Seismic Response Analysis of a Geosynthetic-Reinforced Soil Retaining Wall

Abstract:

The paper reports results from numerical experiments that were carried out to investigate the influence of reinforcement stiffness, reinforcement length, and base boundaryconditionontheseismicresponseofanidealized6mhighgeosynthetic-reinforced soilretainingwallconstructedwithaverystiffcontinuousfacingpanel.Thenumericalmod- els... The paper reports results from numerical experiments that were carried out to investigate the influence of reinforcement stiffness, reinforcement length, and base boundaryconditionontheseismicresponseofanidealized6mhighgeosynthetic-reinforced soilretainingwallconstructedwithaverystiffcontinuousfacingpanel.Thenumericalmod- els were excited at the foundation elevation by a variable-amplitude harmonic motion with a frequency close to the fundamental frequency of the reference structure. The two-dimen- sional, explicit dynamic finite difference program Fast Lagrangian Analysis of Continua (FLAC) was used to carry out the numerical experiments. Numerical results illustrate that the seismic response of the wall is very different when constructed with a base that allows the wall and soil to slide freely and when the wall is constrained to rotate onlyabout thetoe. Parametric analyses were also carried out to investigate the quantitative influence of the damping ratio magnitude used in numerical simulations and the effects of distance and type offar-endtruncatedboundary.Theresponseofthesamewallexcitedbya scaledearthquake recordwasdemonstratedtopreservequalitativefeaturesofwalldisplacementandreinforce- mentloaddistributionasthatgeneratedusingthereferenceharmonicgroundmotionapplied at3Hz.Thelessonslearnedinthisstudyareofvaluetoresearchersusingdynamicnumerical modeling techniques to gain insight into the seismic response of reinforced wall structures. read more read less

Topics:

Retaining wall (54%)54% related to the paper, Seismic analysis (54%)54% related to the paper, Damping ratio (52%)52% related to the paper
218 Citations
Journal Article DOI: 10.1680/GEIN.4.0089
Strength and Deformation Properties of Soils Reinforced With Fibrillated Fibers

Abstract:

The results of preliminary laboratory tests on a clay and a sand reinforced with randomly distributed fibrillated fibers are presented. The results of compaction, direct shear, unconfined compressi... The results of preliminary laboratory tests on a clay and a sand reinforced with randomly distributed fibrillated fibers are presented. The results of compaction, direct shear, unconfined compressi... read more read less

Topics:

Direct shear test (66%)66% related to the paper, Geosynthetics (50%)50% related to the paper
202 Citations
Journal Article DOI: 10.1680/GEIN.2007.14.6.346
Model tests on geosynthetic-encased stone columns

Abstract:

Stone columns (or granular piles) have proven to be ideal ground reinforcement for supporting flexible structures such as embankments and storage tanks. Stone columns installed in very soft soils will have very low lateral confinement: hence they undergo excessive bulging, leading to undue settlement and limited load-carrying... Stone columns (or granular piles) have proven to be ideal ground reinforcement for supporting flexible structures such as embankments and storage tanks. Stone columns installed in very soft soils will have very low lateral confinement: hence they undergo excessive bulging, leading to undue settlement and limited load-carrying capacity. In these situations, the strength and stiffness of the stone column can be enhanced by encasing the individual stone columns with a suitable geosynthetic. The encasement improves load transfer to deeper depths of soil. This paper investigates the qualitative and quantitative improvement of load capacity of individual encased stone columns through laboratory model tests. These tests were performed in a rigid unit cell that represents the stone column and the soil within the contributary area around the stone column. The load tests indicated a clear improvement in the load capacity of the stone column due to encasement. Encasement with geosynthetics having higher modulus resu... read more read less

Topics:

Vibro stone column (70%)70% related to the paper, Geosynthetics (51%)51% related to the paper
178 Citations
Journal Article DOI: 10.1680/GEIN.4.0090
Geosynthetic-Reinforced Soil Retaining Walls as Important Permanent Structures 1996 - 1997 Mercer Lecture

Abstract:

During the past decade, more than 26 km of geosynthetic-reinforced soil retaining walls (GRS-RWs) with full-height rigid (FHR) facings were constructed in Japan as important permanent structures mainly for railways and occasionally for highways. These include retaining walls for embankments, bridge abutments, a wall backfille... During the past decade, more than 26 km of geosynthetic-reinforced soil retaining walls (GRS-RWs) with full-height rigid (FHR) facings were constructed in Japan as important permanent structures mainly for railways and occasionally for highways. These include retaining walls for embankments, bridge abutments, a wall backfilled with a nearly saturated clay constructed on a thick soft clay deposit, a wall that survived a very severe earthquake, and walls constructed to support bullet train tracks. The full-height rigid facings are cast in place using staged construction procedures. A new method of stiffening reinforced soil by vertical preloading and prestressing is also described. read more read less

Topics:

Geosynthetics (51%)51% related to the paper
153 Citations
Journal Article DOI: 10.1680/GEIN.2008.15.4.269
Refinement of K-stiffness Method for geosynthetic-reinforced soil walls

Abstract:

The K-stiffness Method is an empirically-developed working stress method used to compute reinforcement loads for the internal stability design of geosynthetic-reinforced soil walls under serviceabi... The K-stiffness Method is an empirically-developed working stress method used to compute reinforcement loads for the internal stability design of geosynthetic-reinforced soil walls under serviceabi... read more read less

Topics:

Geosynthetics (56%)56% related to the paper, Stiffness (50%)50% related to the paper
143 Citations
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Geosynthetics International format uses ICE Citation (Geotech) citation style.

Automatically format and order your citations and bibliography in a click.

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Frequently asked questions

1. Can I write Geosynthetics International in LaTeX?

Absolutely not! Our tool has been designed to help you focus on writing. You can write your entire paper as per the Geosynthetics International guidelines and auto format it.

2. Do you follow the Geosynthetics International guidelines?

Yes, the template is compliant with the Geosynthetics International guidelines. Our experts at SciSpace ensure that. If there are any changes to the journal's guidelines, we'll change our algorithm accordingly.

3. Can I cite my article in multiple styles in Geosynthetics International?

Of course! We support all the top citation styles, such as APA style, MLA style, Vancouver style, Harvard style, and Chicago style. For example, when you write your paper and hit autoformat, our system will automatically update your article as per the Geosynthetics International citation style.

4. Can I use the Geosynthetics International templates for free?

Sign up for our free trial, and you'll be able to use all our features for seven days. You'll see how helpful they are and how inexpensive they are compared to other options, Especially for Geosynthetics International.

5. Can I use a manuscript in Geosynthetics International that I have written in MS Word?

Yes. You can choose the right template, copy-paste the contents from the word document, and click on auto-format. Once you're done, you'll have a publish-ready paper Geosynthetics International that you can download at the end.

6. How long does it usually take you to format my papers in Geosynthetics International?

It only takes a matter of seconds to edit your manuscript. Besides that, our intuitive editor saves you from writing and formatting it in Geosynthetics International.

7. Where can I find the template for the Geosynthetics International?

It is possible to find the Word template for any journal on Google. However, why use a template when you can write your entire manuscript on SciSpace , auto format it as per Geosynthetics International's guidelines and download the same in Word, PDF and LaTeX formats? Give us a try!.

8. Can I reformat my paper to fit the Geosynthetics International's guidelines?

Of course! You can do this using our intuitive editor. It's very easy. If you need help, our support team is always ready to assist you.

9. Geosynthetics International an online tool or is there a desktop version?

SciSpace's Geosynthetics International is currently available as an online tool. We're developing a desktop version, too. You can request (or upvote) any features that you think would be helpful for you and other researchers in the "feature request" section of your account once you've signed up with us.

10. I cannot find my template in your gallery. Can you create it for me like Geosynthetics International?

Sure. You can request any template and we'll have it setup within a few days. You can find the request box in Journal Gallery on the right side bar under the heading, "Couldn't find the format you were looking for like Geosynthetics International?”

11. What is the output that I would get after using Geosynthetics International?

After writing your paper autoformatting in Geosynthetics International, you can download it in multiple formats, viz., PDF, Docx, and LaTeX.

12. Is Geosynthetics International's impact factor high enough that I should try publishing my article there?

To be honest, the answer is no. The impact factor is one of the many elements that determine the quality of a journal. Few of these factors include review board, rejection rates, frequency of inclusion in indexes, and Eigenfactor. You need to assess all these factors before you make your final call.

13. What is Sherpa RoMEO Archiving Policy for Geosynthetics International?

SHERPA/RoMEO Database

We extracted this data from Sherpa Romeo to help researchers understand the access level of this journal in accordance with the Sherpa Romeo Archiving Policy for Geosynthetics International. The table below indicates the level of access a journal has as per Sherpa Romeo's archiving policy.

RoMEO Colour Archiving policy
Green Can archive pre-print and post-print or publisher's version/PDF
Blue Can archive post-print (ie final draft post-refereeing) or publisher's version/PDF
Yellow Can archive pre-print (ie pre-refereeing)
White Archiving not formally supported
FYI:
  1. Pre-prints as being the version of the paper before peer review and
  2. Post-prints as being the version of the paper after peer-review, with revisions having been made.

14. What are the most common citation types In Geosynthetics International?

The 5 most common citation types in order of usage for Geosynthetics International are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
5. Footnote

15. How do I submit my article to the Geosynthetics International?

It is possible to find the Word template for any journal on Google. However, why use a template when you can write your entire manuscript on SciSpace , auto format it as per Geosynthetics International's guidelines and download the same in Word, PDF and LaTeX formats? Give us a try!.

16. Can I download Geosynthetics International in Endnote format?

Yes, SciSpace provides this functionality. After signing up, you would need to import your existing references from Word or Bib file to SciSpace. Then SciSpace would allow you to download your references in Geosynthetics International Endnote style according to Elsevier guidelines.

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I spent hours with MS word for reformatting. It was frustrating - plain and simple. With SciSpace, I can draft my manuscripts and once it is finished I can just submit. In case, I have to submit to another journal it is really just a button click instead of an afternoon of reformatting.

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