Example of Soil Mechanics and Foundation Engineering format
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Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format Example of Soil Mechanics and Foundation Engineering format
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open access Open Access

Soil Mechanics and Foundation Engineering — Template for authors

Publisher: Springer
Categories Rank Trend in last 3 yrs
Energy (all) #35 of 65 up up by 5 ranks
Ocean Engineering #58 of 96 up up by 10 ranks
Soil Science #82 of 135 up up by 12 ranks
Water Science and Technology #143 of 225 up up by 9 ranks
Geotechnical Engineering and Engineering Geology #128 of 195 down down by 2 ranks
journal-quality-icon Journal quality:
Medium
calendar-icon Last 4 years overview: 272 Published Papers | 374 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 27/06/2020
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Related Journals

open access Open Access

Frontiers Media

Quality:  
High
CiteRatio: 5.0
SJR: 1.558
SNIP: 1.437
open access Open Access

Springer

Quality:  
High
CiteRatio: 4.5
SJR: 0.641
SNIP: 1.11
open access Open Access

Springer

Quality:  
High
CiteRatio: 2.3
SJR: 0.512
SNIP: 0.973

Journal Performance & Insights

CiteRatio

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

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

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.

1.4

56% from 2019

CiteRatio for Soil Mechanics and Foundation Engineering from 2016 - 2020
Year Value
2020 1.4
2019 0.9
2018 0.6
2017 0.6
2016 0.4
graph view Graph view
table view Table view

0.37

30% from 2019

SJR for Soil Mechanics and Foundation Engineering from 2016 - 2020
Year Value
2020 0.37
2019 0.284
2018 0.208
2017 0.227
2016 0.225
graph view Graph view
table view Table view

0.969

22% from 2019

SNIP for Soil Mechanics and Foundation Engineering from 2016 - 2020
Year Value
2020 0.969
2019 0.795
2018 0.576
2017 0.591
2016 0.693
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 56% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

insights Insights

  • SJR of this journal has increased by 30% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 22% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Soil Mechanics and Foundation Engineering

Guideline source: View

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Springer

Soil Mechanics and Foundation Engineering

Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solution...... Read More

Energy

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Last updated on
27 Jun 2020
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ISSN
0038-0741
i
Impact Factor
Low - 0.193
i
Open Access
No
i
Sherpa RoMEO Archiving Policy
Green faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
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Bibliography Name
SPBASIC
i
Citation Type
Author Year
(Blonder et al, 1982)
i
Bibliography Example
Beenakker CWJ (2006) Specular andreev reflection in graphene. Phys Rev Lett 97(6):067,007, URL 10.1103/PhysRevLett.97.067007

Top papers written in this journal

open accessOpen access Journal Article
The Mechanics of Soils : An Introduction to Critical State Soil Mechanics
John Atkinson, P. L. Bransby, 治 日下部

Abstract:

The book describes the mechanical behaviour of soil when it is compressed, sheared or is saturated with water. The subject is approached through the theory of critical state soil mechanics and attempts to convey a fundamental understanding of the mechanical stress-strain behaviour of soils. The subject is discussed in the fol... The book describes the mechanical behaviour of soil when it is compressed, sheared or is saturated with water. The subject is approached through the theory of critical state soil mechanics and attempts to convey a fundamental understanding of the mechanical stress-strain behaviour of soils. The subject is discussed in the following chapters: (1) an introduction to engineering soils, (2) stresses and strains in soils, (3) states of stress and strain in soils, (4) stress and strain paths and invariants, (5) laboratory testing of soils, (6) flow of water in soils, (7) compression, (8) one-dimensional consolidation, (9) shear testing, (10) the critical state line and the Roscoe surface, (11) the behaviour of overconsolidated samples: the Hvorslev surface, (12) the behaviour of sands, (13) behaviour of soils before failure, (14) routine soil tests and the critical state model, and, (15) soil parameters for design. /TRRL/ read more read less

Topics:

Critical state soil mechanics (67%)67% related to the paper
357 Citations
Journal Article DOI: 10.1007/S11204-017-9481-1
Effects of Xanthan Gum Biopolymer on the Permeability, Odometer, Unconfined Compressive and Triaxial Shear Behavior of a Sand
Ali Firat Cabalar1, M. Wiszniewski2, Zdzisław Skutnik3

Abstract:

Biopolymers, which are microbially induced polymers, can be used as an alternative material to improve engineering performance of soils. In this paper, a laboratory study of 0.075-1.0 mm size sand and biopolymer (i.e., xanthan gum) mixtures with various mix ratios (0%, 0.5%, 1.0%, and 1.5%) was performed. The materials, speci... Biopolymers, which are microbially induced polymers, can be used as an alternative material to improve engineering performance of soils. In this paper, a laboratory study of 0.075-1.0 mm size sand and biopolymer (i.e., xanthan gum) mixtures with various mix ratios (0%, 0.5%, 1.0%, and 1.5%) was performed. The materials, specimen preparation, and test methods are described, as are the results of a suite of permeability, odometer, unconfined compressive, and triaxial shear tests. The results suggests that specimen formation in the way used here could reduce permeability and increase compressibility, strength, and deformation characteristics in terms of stiffness. read more read less

Topics:

Xanthan gum (53%)53% related to the paper
89 Citations
Journal Article DOI: 10.1007/S11204-012-9154-Z
Strength of soil reinforced with fiber materials (Papyrus)
Aqeel Al Adili, Rafig Azzam1, Giovanni Spagnoli1, Joerg Schrader1

Abstract:

Construction of building and other civil engineering structures on weak or soft soil is highly risky because such soil is susceptible to differential settlements, poor shear strength, and high compressibility. Various soil improvement techniques have been used to enhance the engineering properties of soil. Soil reinforcement ... Construction of building and other civil engineering structures on weak or soft soil is highly risky because such soil is susceptible to differential settlements, poor shear strength, and high compressibility. Various soil improvement techniques have been used to enhance the engineering properties of soil. Soil reinforcement by fiber material is considered an effective ground improvement method because of its cost effectiveness, easy adaptability, and reproducibility. Hence, in the present investigation, papyrus fiber has been chosen as the reinforcement material, and it was randomly included into the soil at four different percentages of fiber content, i.e., 5, 10, 15, 25% by volume of raw soil. The main objective of this research is to focus on the strength behavior of soil reinforced with randomly included papyrus fiber. Direct shear, consolidation, and displacement tests were performed on papyrusreinforced specimens with various fiber contents. The results of these tests have clearly shown a significant improvement in the failure deviator stress and shear strength parameters (c and φ) of the studied soil with a percent addition of 10% (the preferred percent). Moreover, this addition ratio reduced the displacement of the soil under loading. It can be concluded that papyrus fiber can be considered an appropriate soil reinforcement material. read more read less

Topics:

Direct shear test (59%)59% related to the paper, Consolidation (soil) (53%)53% related to the paper, Cost effectiveness (52%)52% related to the paper
56 Citations
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Frequently asked questions

1. Can I write Soil Mechanics and Foundation Engineering in LaTeX?

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Yes, the template is compliant with the Soil Mechanics and Foundation Engineering 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 Soil Mechanics and Foundation Engineering?

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 Soil Mechanics and Foundation Engineering 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 Soil Mechanics and Foundation Engineering.

5. Can I use a manuscript in Soil Mechanics and Foundation Engineering 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 Soil Mechanics and Foundation Engineering that you can download at the end.

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7. Where can I find the template for the Soil Mechanics and Foundation Engineering?

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After writing your paper autoformatting in Soil Mechanics and Foundation Engineering, you can download it in multiple formats, viz., PDF, Docx, and LaTeX.

12. Is Soil Mechanics and Foundation Engineering'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 Soil Mechanics and Foundation Engineering?

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 Soil Mechanics and Foundation Engineering. 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 Soil Mechanics and Foundation Engineering?

The 5 most common citation types in order of usage for Soil Mechanics and Foundation Engineering 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 Soil Mechanics and Foundation Engineering?

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16. Can I download Soil Mechanics and Foundation Engineering 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 Soil Mechanics and Foundation Engineering Endnote style according to Elsevier guidelines.

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