Example of International Journal of Geomechanics format
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Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format
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Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format Example of International Journal of Geomechanics format
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open access Open Access

International Journal of Geomechanics — Template for authors

Categories Rank Trend in last 3 yrs
Geotechnical Engineering and Engineering Geology #21 of 195 down down by None rank
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 1123 Published Papers | 7021 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 30/06/2020
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Related Journals

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CiteRatio: 5.4
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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.

2.589

6% from 2018

Impact factor for International Journal of Geomechanics from 2016 - 2019
Year Value
2019 2.589
2018 2.45
2017 2.332
2016 2.136
graph view Graph view
table view Table view

6.3

19% from 2019

CiteRatio for International Journal of Geomechanics from 2016 - 2020
Year Value
2020 6.3
2019 5.3
2018 3.7
2017 3.0
2016 2.9
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 6% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 19% 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.

1.635

8% from 2019

SJR for International Journal of Geomechanics from 2016 - 2020
Year Value
2020 1.635
2019 1.774
2018 1.444
2017 1.314
2016 1.447
graph view Graph view
table view Table view

1.947

13% from 2019

SNIP for International Journal of Geomechanics from 2016 - 2020
Year Value
2020 1.947
2019 1.719
2018 1.66
2017 2.083
2016 2.213
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has decreased by 8% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 13% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

International Journal of Geomechanics

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American Society of Civil Engineers

International Journal of Geomechanics

The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and geoenvironmental engineering...... Read More

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Last updated on
30 Jun 2020
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ISSN
1532-3641
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Impact Factor
High - 1.976
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Frequency
Not provided
i
Open Access
Yes
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Sherpa RoMEO Archiving Policy
Blue faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Bibliography Name
ASCE Custom Citation
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Citation Type
Author Year
(Blonder et al. 1982)
i
Bibliography Example
Blonder, G. E., Tinkham, M., and Klapwijk, T. M. (1982). “Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion.” Phys. Rev. B, 25(7), 4515–4532.

Top papers written in this journal

Journal Article DOI: 10.1061/(ASCE)1532-3641(2004)4:1(35)
Propagation Regimes of Fluid-Driven Fractures in Impermeable Rocks

Abstract:

This paper reviews recent results of a research program aimed at developing a theoretical framework to understand and predict the different modes of propagation of a fluid-driven fracture. The research effort involves constructing detailed solutions of the crack tip region, developing global models of hydraulic fractures for ... This paper reviews recent results of a research program aimed at developing a theoretical framework to understand and predict the different modes of propagation of a fluid-driven fracture. The research effort involves constructing detailed solutions of the crack tip region, developing global models of hydraulic fractures for plane strain and radial geometry, and identifying the parameters controlling the fracture growth. The paper focuses on the propagation of hydraulic fractures in impermeable rocks. The controlling parameters are identified from scaling laws that recognize the existence of two dissipative processes: fracturing of the rock (toughness) and dissipation in the fracturing fluid (viscosity). It is shown that the two limit solutions (corresponding to zero toughness and zero viscosity) are characterized by a power law dependence on time and that the transition between these two asymptotic solutions depends on a single number, which can be chosen to be either a dimensionless toughness or a dimen... read more read less

Topics:

Fracture (geology) (56%)56% related to the paper, Fracture mechanics (54%)54% related to the paper, Toughness (51%)51% related to the paper
567 Citations
Journal Article DOI: 10.1061/(ASCE)1532-3641(2004)4:2(115)
Effective Stress in Unsaturated Soils: Review with New Evidence
Nasser Khalili1, F. Geiser, G. E. Blight2

Abstract:

The application of the effective stress principle to unsaturated soils is critically reviewed, and the reasons underlying the difficulties in previous investigations of the effective stress in unsaturated soils are highlighted. The validity of the relationship proposed by Khalili and Khabbaz in 1998 for the determination of t... The application of the effective stress principle to unsaturated soils is critically reviewed, and the reasons underlying the difficulties in previous investigations of the effective stress in unsaturated soils are highlighted. The validity of the relationship proposed by Khalili and Khabbaz in 1998 for the determination of the effective stress parameter, χ, is examined using an extensive array of experimental data. It is shown that quantitative predictions of shear strength and volume change in unsaturated soils can be made using the effective stress concept. The uniqueness of the critical state line in the deviatoric stress–effective mean stress plane for saturated as well as unsaturated soils is investigated, and the incremental form of the effective stress parameter is derived. read more read less

Topics:

Shear strength (soil) (53%)53% related to the paper, Effective stress (53%)53% related to the paper, Shear stress (52%)52% related to the paper, Soil mechanics (51%)51% related to the paper
435 Citations
Journal Article DOI: 10.1061/(ASCE)GM.1943-5622.0000216
Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications
O. K. Mahabadi1, A. Lisjak1, Ante Munjiza2, Giovanni Grasselli1

Abstract:

The purpose of this paper is to present Y-Geo, a new numerical code for geomechanical applications based on the combined finite-discrete element method (FDEM). FDEM is an innovative numerical technique that combines the advantages of continuum-based modeling approaches and discrete element methods to overcome the inability of... The purpose of this paper is to present Y-Geo, a new numerical code for geomechanical applications based on the combined finite-discrete element method (FDEM). FDEM is an innovative numerical technique that combines the advantages of continuum-based modeling approaches and discrete element methods to overcome the inability of these methods to capture progressive damage and failure processes in rock. In particular, FDEM offers the ability to explicitly model the transition from continuum to discontinuous behavior by fracture and fragmentation processes. Several algorithmic developments have been implemented in Y-Geo to specifically address a broad range of rock mechanics problems. These features include (1) a quasi-static friction law, (2) the Mohr-Coulomb failure criterion, (3) a rock joint shear strength criterion, (4) a dissipative impact model, (5) an in situ stress initialization routine, (6) a material mapping function (for an exact representation of heterogeneous models), and (7) a tool to i... read more read less

Topics:

Discrete element method (57%)57% related to the paper, Rock mechanics (52%)52% related to the paper, Finite element method (52%)52% related to the paper
300 Citations
Journal Article DOI: 10.1061/(ASCE)GM.1943-5622.0000055
Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading
Buddhima Indraratna1, Pramod Kumar Thakur1, Jayan S. Vinod1

Abstract:

This paper presents the results of the influence of frequency on the permanent deformation and degradation behavior of ballast during cyclic loading. The behavior of ballast under numerous cycles was investigated through a series of large-scale cyclic triaxial tests. The tests were conducted at frequencies ranging from 10–40 ... This paper presents the results of the influence of frequency on the permanent deformation and degradation behavior of ballast during cyclic loading. The behavior of ballast under numerous cycles was investigated through a series of large-scale cyclic triaxial tests. The tests were conducted at frequencies ranging from 10–40 Hz, which is equivalent to a train traveling from 73 km/h to 291 km/h over standard gauge tracks in Australia. The results showed that permanent deformation and degradation of ballast increased with the frequency of loading and number of cycles. Much of breakage occurs during the initial cycle; however, there exists a frequency zone of 20 Hz⩽f⩽30 Hz where cyclic densification takes place without much additional breakage. An empirical relationship among axial strain, frequency and number of cycles has been proposed based on the experimental data. In addition, discrete-element method (DEM) simulations were carried out using PFC2D on an assembly of irregular shaped particles. A novel app... read more read less

Topics:

Ballast (61%)61% related to the paper
240 Citations
Journal Article DOI: 10.1061/(ASCE)1532-3641(2004)4:2(69)
Numerical analysis of rainfall effects on slope stability
Fei Cai1, Keizo Ugai1

Abstract:

The finite element analysis of transient water flow through unsaturated–saturated soils was used to investigate effects of hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration on water pressure in slopes. The finite element method with sh... The finite element analysis of transient water flow through unsaturated–saturated soils was used to investigate effects of hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration on water pressure in slopes. The finite element method with shear strength reduction technique was used to evaluate the stability of slopes under rainfall. The results of the finite element analysis indicated that the hydraulic characteristics, initial relative degree of saturation, methods to consider boundary condition, and rainfall intensity and duration had significant influence on the water pressure in slopes, and thus on the stability of slopes under rainfall. The good comparisons of the numerical results with statistical and observational results showed the ability of the finite element analysis to evaluate the stability of slopes under rainfall. read more read less

Topics:

Water flow (55%)55% related to the paper, Slope stability (54%)54% related to the paper, Shear strength (discontinuity) (53%)53% related to the paper, Degree of saturation (52%)52% related to the paper, Finite element method (50%)50% related to the paper
233 Citations
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International Journal of Geomechanics format uses ASCE Custom Citation citation style.

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Frequently asked questions

1. Can I write International Journal of Geomechanics in LaTeX?

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

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Yes, the template is compliant with the International Journal of Geomechanics 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 International Journal of Geomechanics?

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 International Journal of Geomechanics citation style.

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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 International Journal of Geomechanics.

5. Can I use a manuscript in International Journal of Geomechanics 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 International Journal of Geomechanics that you can download at the end.

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7. Where can I find the template for the International Journal of Geomechanics?

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12. Is International Journal of Geomechanics'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 International Journal of Geomechanics?

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 International Journal of Geomechanics. 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 International Journal of Geomechanics?

The 5 most common citation types in order of usage for International Journal of Geomechanics 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 International Journal of Geomechanics?

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16. Can I download International Journal of Geomechanics 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 International Journal of Geomechanics Endnote style according to Elsevier guidelines.

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