Example of International Journal for Numerical and Analytical Methods in Geomechanics format
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Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format
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Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format Example of International Journal for Numerical and Analytical Methods in Geomechanics format
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International Journal for Numerical and Analytical Methods in Geomechanics — Template for authors

Publisher: Wiley
Categories Rank Trend in last 3 yrs
Computational Mechanics #7 of 79 down down by 2 ranks
Geotechnical Engineering and Engineering Geology #31 of 195 down down by 13 ranks
Mechanics of Materials #66 of 377 down down by 11 ranks
Materials Science (all) #102 of 455 down down by 10 ranks
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 441 Published Papers | 2518 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 17/06/2020
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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.

2.814

13% from 2018

Impact factor for International Journal for Numerical and Analytical Methods in Geomechanics from 2016 - 2019
Year Value
2019 2.814
2018 2.481
2017 2.219
2016 2.342
graph view Graph view
table view Table view

5.7

14% from 2019

CiteRatio for International Journal for Numerical and Analytical Methods in Geomechanics from 2016 - 2020
Year Value
2020 5.7
2019 5.0
2018 5.0
2017 4.7
2016 4.9
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 13% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 14% 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.

1.419

1% from 2019

SJR for International Journal for Numerical and Analytical Methods in Geomechanics from 2016 - 2020
Year Value
2020 1.419
2019 1.431
2018 1.493
2017 1.452
2016 1.564
graph view Graph view
table view Table view

1.633

1% from 2019

SNIP for International Journal for Numerical and Analytical Methods in Geomechanics from 2016 - 2020
Year Value
2020 1.633
2019 1.611
2018 1.564
2017 1.767
2016 1.867
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has decreased by 1% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 1% in last years.
  • This journal’s SNIP is in the top 10 percentile category.
International Journal for Numerical and Analytical Methods in Geomechanics

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Wiley

International Journal for Numerical and Analytical Methods in Geomechanics

Geomechanics is an interdisciplinary field dealing with the mechanical behaviour of, and fluid flow and transport phenomena in geomaterials (soils, rocks, concrete, ice, snow, powders and ceramics), and their role in diverse applications in geological, geotechnical, structural...... Read More

Engineering

i
Last updated on
17 Jun 2020
i
ISSN
0363-9061
i
Impact Factor
High - 1.861
i
Open Access
Yes
i
Sherpa RoMEO Archiving Policy
Yellow faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
i
Bibliography Name
apa
i
Citation Type
Numbered (Superscripted)
[25]
i
Bibliography Example
Blonder GE, Tinkham M, Klapwijk TM. Transition from metallic to tunneling regimes in supercon- ducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion. Phys Rev B. 1982;25(7):4515_x0015_4532. Available from: 10.1103/PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1002/NAG.1610080106
Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution

Abstract:

The basic equations of motion for porous media were established by Biot and despite many subsequent rederivations, are, with minor modifications, relevant today. However, some changes of variables and approximations are on occasion useful, and this paper discusses the alternative forms available and their relative efficiency ... The basic equations of motion for porous media were established by Biot and despite many subsequent rederivations, are, with minor modifications, relevant today. However, some changes of variables and approximations are on occasion useful, and this paper discusses the alternative forms available and their relative efficiency of solution in the numerical context. Here penaity methods prove once again useful. The paper is illustrated with examples covering phenomena of different periods ranging froms hock excitation to slow consolidation which are treated in a single unified program. read more read less

Topics:

Biot number (57%)57% related to the paper
901 Citations
Journal Article DOI: 10.1002/NAG.1610120105
Lower bound limit analysis using finite elements and linear programming
Scott W. Sloan1

Abstract:

This paper describes a technique for computing lower bound limit loads in soil mechanics under conditions of plane strain. In order to invoke the lower bound theorem of classical plasticity theory, a perfectly plastic soil model is assumed, which may be either purely cohesive or cohesive-frictional, together with an associate... This paper describes a technique for computing lower bound limit loads in soil mechanics under conditions of plane strain. In order to invoke the lower bound theorem of classical plasticity theory, a perfectly plastic soil model is assumed, which may be either purely cohesive or cohesive-frictional, together with an associated flow rule. Using a suitable linear approximation of the yield surface, the procedure computes a statically admissible stress field via finite elements and linear programming. The stress field is modelled using linear 3-noded traingles and statically admissible stress discontinuities may occur at the edges of each triangle. Imposition of the stress-boundary, equilibrium and yield conditions leads to an expression for the collapse load which is maximized subject to a set of linear constraints on the nodal stresses. Since all of the requirements for a statically admissible solution are satisfied exactly (except for small round-off errors in the optimization computations), the solution obtained is a strict lower bound on the true collapse load and is therefore ‘safe’. A major drawback of the technique, as first described by Lysmer,1 is the large amount of computer time required to solve the linear programming problem. This paper shows that this limitation may be avoided by using an active set algorithm, rather than the traditional simplex or revised simplex strategies, to solve the resulting optimization problem. This is due to the nature of the constraint matrix, which is always very sparse and typically has many more rows that columns. It also proved that the procedure can, without modification, be used to derive strict lower bounds for a purely cohesive soil which has increasing strength with depth. This important class of problem is difficult to tackle using conventional methods. A number of examples are given to illustrate the effectiveness of the procedure. read more read less

Topics:

Discontinuity layout optimization (58%)58% related to the paper, Active set method (58%)58% related to the paper, Limit analysis (57%)57% related to the paper, Upper and lower bounds (57%)57% related to the paper, Linear programming (57%)57% related to the paper
613 Citations
Journal Article DOI: 10.1002/NAG.1610080103
Thin‐layer element for interfaces and joints
Chandra S. Desai1, Musharraf Zaman1, J. G. Lightner2, H. J. Siriwardane

Abstract:

The idea of using a thin solid element, called a thin-layer element, in soil-structure interaction and rock joints is proposed. A special constitutive model is used and various deformation modes such as no slip, slip, debonding and rebonding are incorporated. The shear stiffness is found from special laboratory tests and the ... The idea of using a thin solid element, called a thin-layer element, in soil-structure interaction and rock joints is proposed. A special constitutive model is used and various deformation modes such as no slip, slip, debonding and rebonding are incorporated. The shear stiffness is found from special laboratory tests and the normal stiffness is assumed to be composed of participation of the thin-layer element and the adjoining solid elements. A parametric study shows that the thickness of the thin-layer element can be such that the ratio of thickness to (mean) dimension of the adjacent element is in the range of 0.01 to 0.1. A number of simple and practical problems are solved to illustrate the success of the thin-layer element for soil-structure interaction problems. read more read less

Topics:

Slip (materials science) (57%)57% related to the paper, Stiffness (52%)52% related to the paper
563 Citations
Journal Article DOI: 10.1002/NAG.499
Experimental and numerical investigations of the behaviour of a heat exchanger pile
Lyesse Laloui1, Mathieu Nuth1, Laurent Vulliet1

Abstract:

Note: Sols Reference LMS-ARTICLE-2006-008doi:10.1002/nag.499View record in Web of Science Record created on 2006-11-09, modified on 2017-11-27

Topics:

Pile (54%)54% related to the paper, Heat exchanger (52%)52% related to the paper
547 Citations
Journal Article DOI: 10.1002/NAG.1610140302
Generalized plasticity and the modelling of soil behaviour
M. Pastor, O. C. Zienkiewicz1, Andrew Chan1

Abstract:

The paper outlines the theory of generalized plasticity in which yield and plastic potential surfaces need not be explicitly defined, and shows how a very effective general model describing the behaviour of sands and of clays under monotonic or transient loading can be developed. The model is currently one of the simplest and... The paper outlines the theory of generalized plasticity in which yield and plastic potential surfaces need not be explicitly defined, and shows how a very effective general model describing the behaviour of sands and of clays under monotonic or transient loading can be developed. The model is currently one of the simplest and yet one of the most effective ones for describing the full range of behaviour. The hierarchical structure of the model limits the number of parameters which have to be experimentally determined for a given material to those strictly necessary for the problem at hand. A discussion of currently used models is included. read more read less
537 Citations
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International Journal for Numerical and Analytical Methods in Geomechanics format uses apa citation style.

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12. Is International Journal for Numerical and Analytical Methods in 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 for Numerical and Analytical Methods in 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 for Numerical and Analytical Methods in 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 for Numerical and Analytical Methods in Geomechanics?

The 5 most common citation types in order of usage for International Journal for Numerical and Analytical Methods in Geomechanics are:.

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

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