Basic information
The first issue of the journal was released in 1978, under the name Solos e Rochas. The journal was originally published by the Graduate School of Engineering of the Federal University of Rio de Janeiro. In 1980, the Brazilian Association for Soil Mechanics and Geotechnical Engineering took over the editorial and publishing responsibilities of Solos e Rochas, increasing its reach. In 2007, the journal acquired the status of an international journal, being since then published by the Brazilian Association for Soil Mechanics and Geotechnical Engineering and Portuguese Geotechnical Society under the title Soils and Rocks. The Journal adopts continuous publication of papers with 4 issues per year in printed (ISSN 1980-9743) and electronic (ISSN-e 2675-5475) version. Soil. Rocks is the abbreviated name to be used in citations. |
Indexed in
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Intellectual Property
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Sponsors
Editor and Co-Editor
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Associated Editors
Editorial Board
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Editorial Production
Editorial production, assistance, and XML |
Scope and Policy
The aim of Soils and Rocks is to publish and disseminate basic and applied research in Geoengineering. Soils and Rocks publishes original and innovative peer reviewed articles, technical notes, case studies, reviews and discussions in the fields of Soil and Rock Mechanics, Geotechnical Engineering, Engineering Geology and Environmental Engineering. Submissions to the journal are completely free and all published papers are free to use. The journal has the rights for first publication. Articles do not require transfer of copyright as the copyright remains with the author. |
Submit a paper
Guidelines for Authors can be found at http://www.soilsandrocks.com/instructions/ |
Manuscript evaluation policy
Manuscripts submitted to Soils and Rocks cannot have already been published or submitted elsewhere. All authors have to approve the manuscript prior submission. Soils and Rocks operates a single blind review process. All contributions are initially assessed by the editor. Papers deemed suitable are then sent to a minimum of two independent expert reviewers to assess the scientific quality of the paper. The Editor is responsible for the final decision regarding acceptance or rejection of articles. The Editor´s decision is final. |
Ethics Statement
Main guidelines from international and national organizations that serve as references of principles and good practices on ethics and malpractice:
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Conflict of interests
The authors must disclose any financial, commercial, political, academic, and personal relationships with other people or organizations that could inappropriately influence (bias) their work. These should be declared in the cover letter of the submission. Examples of potential conflicts of interest include relationships with editors and reviewers, employment, consultancies, stock ownership, payment fees, paid expert testimony, patent applications/registrations, and grants or other funding. |
Plagiarism and Editorial Misconduct
Soils and Rocks follows the ethics of the Committee on Publication Ethics (COPE), of the Code of Ethics American Educational Research Association, the Code of Good Scientific Practice - FAPESP and the Council of Science Editors (CSE) concerning publication. Any material published in is in agreement with the SciELO Guidelines on Best Practices for Strengthening Ethics in Scientific Publication. Submitted papers are expected to contain at least 50% new content and the remaining 50% should not be verbatim to previously published work. All manuscripts are screened for similarities. Currently, the Editorial Board uses the plagiarism checker Plagius to compare submitted papers to already published works. Manuscripts will be rejected if more than 20% of content matches previously published work, including self-plagiarism. The decision to reject will be under the Editors’ discretion if the percentage is between 10% and 20%. |
Preparing the manuscript Manuscript evaluation policy
Guide for Authors Please visit http://www.soilsandrocks.com/instructions/ for more frequent updates of this guide. Soils and Rocks is an international scientific journal published by the Brazilian Association for Soil Mechanics and Geotechnical Engineering (ABMS) and by the Portuguese Geotechnical Society (SPG). The aim of the journal is to publish original papers on all branches of Geotechnical Engineering. Each manuscript is subjected to a single-blind peer-review process. The journal’s policy of screening for plagiarism includes the use of a plagiarism checker on all submitted manuscripts. Soils and Rocks embraces the international Open Science program and is striving to meet all the recommendations. Authors are invited to deposit their submissions in reliable preprint servers. Authors who wish to pre-deposit their articles as preprints should contact the editors prior to submission for more information about the process and to sign the Consent Form. Authors are encouraged to make available all content (data, program codes, and other materials) underlying the manuscript text prior to or at the time of publication. Exceptions are allowed in cases of legal and ethical issues.
1. Category of papers
Authors are responsible for selecting the correct category when submitting their manuscript. However, the manuscript category may be altered based on the recommendation of the Editorial Board. Authors are also requested to state the category of paper in their Cover Letter. When submitting a manuscript for review, the authors should indicate the category of the manuscript, and is also understood that they: a) assume full responsibility for the contents and accuracy of the information in the paper; b) assure that the paper has not been previously published, and is not being submitted to any other journal for publication.
2. Paper length
3. Scientific style The author(s) of Discussion Papers should refer to himself (herself/themselves) as the reader(s) and to the author(s) of the paper as the author(s). The International System (SI) units must be used. The symbols are recommended to be in accordance with Lexicon in 14 Languages, ISSMFE (2013) and the ISRM List of Symbols. Use italics for single letters that denote mathematical constants, variables, and unknown quantities, either in tables or in the text.
4. Submission requirements and contents
The author(s) must upload two digital files of the manuscript to the Soils and Rocks submission system. The size limit for each submission file is 20MB. The manuscript should be submitted in docx format (Word 2007 or higher) or doc format (for older Word versions). An additional PDF format file of the manuscript is also required upon submission. Currently, the journal is not accepting manuscripts prepared using LaTeX. Manuscripts submitted in PDF format are also not acceptable. The following documents are required as minimum for submission:
4.1 Cover letter
4.2 Title page
If authors chose the double-blind peer review process, the title page cannot include any authorship detail, such as name, institution, email, and ORCID.
4.3 Permissions
4.4 Declaration of interest
4.5 Authors’ contributions Samuel Zheng: conceptualization, methodology, validation. Olivia Prakash: data curation, writing - original draft preparation. Fatima Wang: investigation, validation. Kwame Bankole: supervision. Sun Qi: writing - reviewing and editing. Do not include credit items that do not follow the Taxonomy established by CASRAI CRediT roles. The authors' contributions section should be omitted in manuscripts that have a single author. In case the authors opt for the double-blind review process, the authors’ contributions should be stated in the cover letter and omitted from the manuscript.
4.6 Data availability
5. Plagiarism checking All manuscripts are screened for similarities. Currently, the Editorial Board uses the plagiarism checker Plagius (www.plagius.com) to compare submitted papers to already published works. Manuscripts will be rejected if more than 20 % of content matches previously published work, including self-plagiarism. The decision to reject will be under the Editors’ discretion if the percentage is between 10% and 20%. The Editorial Board will be responsible for analyzing reports of plagiarism, duplicate or redundant publication after the articles have been published. The article will be removed immediately from the Journal if the complaint is confirmed. Authors may also be subjected to the penalties. Corrections and retractions may be corrected through an Erratum in case that errors and shortcomings do not imply in “Misconduct in publication”, which will be recognized as fabrication, falsification, and plagiarism (as per SciELO Guidelines on Best Practices for Strengthening Ethics in Scientific Publication). IMPORTANT OBSERVATION: Mendeley software plug-in (suggested in this guide) for MS-Word can be used to include the references in the manuscript. This plug-in uses a field code that sometimes includes automatically both title and abstract of the reference. Unfortunately, the similarity software adopted by the Journal (Plagius) recognizes the title and abstract as an actual written text by the field code of the reference and consequently increases considerably the percentage of similarity. Please do make sure to remove the abstract (if existing) inside Mendeley section where the adopted reference is included. This issue has mistakenly caused biased results in the past. The Editorial Board of the journal is now aware of this tendentious feature.
6. Formatting instructions The text should avoid unnecessary italic and bold words and letters, as well as too many acronyms. Authors should avoid to capitalize words and whenever possible to use tables with distinct font size and style of the regular text. Figures, tables and equations should be numbered in the sequence that they are mentioned in the text.
Abstract
Keywords
Examples:
List of symbols
6.1 Citations
In the case of three or more authors, the reduced format must be used, e.g.: Silva et al. (1982) or (Silva et al., 1982). Do not italicize “et al.” Two or more citations belonging to the same author(s) and published in the same year are to be distinguished with small letters, e.g.: (Silva, 1975a, b, c.). Standards must be cited in the text by the initials of the entity and the year of publication, e.g.: ABNT (1996), ASTM (2003).
6.2 References Full references must be listed alphabetically at the end of the text by the first author’s last name. Several references belonging to the same author must be cited chronologically. Provide DOI (Digital Object Identifier) whenever available. Some formatting examples are presented here:
Journal Article Castellanza, R., & Nova, R. (2004). Oedometric tests on artificially weathered carbonatic soft rocks. Journal of Geotechnical and Geoenvironmental Engineering, 130(7), 728-739. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(728) Fletcher, G. (1965). Standard penetration test: its uses and abuses. Journal of the Soil Mechanics Foundation Division, 91, 67-75. Indraratna, B., Kumara, C., Zhu S-P., Sloan, S. (2015). Mathematical modeling and experimental verification of fluid flow through deformable rough rock joints. International Journal of Geomechanics, 15(4): 04014065-1-04014065-11. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000413 Garnier, J., Gaudin, C., Springman, S.M., Culligan, P.J., Goodings, D., Konig, D., ... & Thorel, L. (2007). Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. International Journal of Physical Modelling in Geotechnics, 7(3), 01-23. https://doi.org/10.1680/ijpmg.2007.070301 Bicalho, K.V., Gramelich, J.C., & Santos, C.L.C. (2014). Comparação entre os valores de limite de liquidez obtidos pelo método de Casagrande e cone para solos argilosos brasileiros. Comunicações Geológicas, 101(3), 1097-1099 (in Portuguese).
Book Das, B.M. (2012). Fundamentos de Engenharia Geotécnica. Cengage Learning (in Portuguese). Head, K.H. (2006). Manual of Soil Laboratory Testing - Volume 1: Soil Classification and Compaction Tests. Whittles Publishing. Bhering, S.B., Santos, H.G., Manzatto, C.V., Bognola, I., Fasolo, P.J., Carvalho, A.P., ... & Curcio, G.R. (2007). Mapa de solos do estado do Paraná. Embrapa (in Portuguese).
Book Section Sharma, H.D., Dukes, M.T., & Olsen, D.M. (1990). Field measurements of dynamic moduli and Poisson´s ratios of refuse and underlying soils at a landfill site. In Geotechnics of Waste Fills - Theory and Practice (pp. 57-70). ASTM International. https://doi.org/10.1520/STP1070-EB Cavalcante, A.L.B., Borges, L.P.F., & Camapum de Carvalho, J. (2015). Tomografias computadorizadas e análises numéricas aplicadas à caracterização da estrutura porosa de solos não saturados. In Solos Não Saturados no Contexto Geotécnico (pp. 531-553). ABMS (in Portuguese).
Proceedings Massey, J.B., Irfan, T.Y. & Cipullo, A. (1989). The characterization of granitic saprolitic soils. Proc. 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro. Vol. 6, Publications Committee of XII ICSMFE, 533-542. Indraratna, B., Oliveira D.A.F., & Jayanathan, M. (2008b). Revised shear strength model for infilled rock joints considering overconsolidation effect. Proc. 1st Southern Hemisphere International Rock Mechanics Symposium, Perth. ACG, 16-19. Barreto, T.M., Repsold, L.L., & Casagrande, M.D.T. (2018). Melhoramento de solos arenosos com polímeros. Proc. 19º Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica, Salvador. Vol. 2, ABMS, CBMR, ISRM & SPG, 1-11 (in Portuguese).
Thesis Chow, F.C. (1997). Investigations into the behaviour of displacement pile for offshore foundations [Doctoral thesis, Imperial College London]. Imperial College London's repository. https://spiral.imperial.ac.uk/handle/10044/1/7894 Araki, M.S. (1997). Aspectos relativos às propriedades dos solos porosos colapsíveis do Distrito Federal [Unpublished master’s dissertation]. University of Brasília (in Portuguese). Sotomayor, J.M.G. (2018). Evaluation of drained and non-drained mechanical behavior of iron and gold mine tailings reinforced with polypropylene fibers [Doctoral thesis, Pontifical Catholic University of Rio de Janeiro]. Pontifical Catholic University of Rio de Janeiro’s repository (in Portuguese). https://doi.org/10.17771/PUCRio.acad.36102* * official title in English should be used when available in the document.
Report ABNT NBR 10005. (2004). Procedure for obtention leaching extract of solid wastes. ABNT - Associação Brasileira de Normas Técnicas, Rio de Janeiro, RJ (in Portuguese). DNIT. (2010). Pavimentação - Base de solo-cimento - Especificação de serviço DNIT 143. DNIT -Departamento Nacional de Infraestrutura de Transportes, Rio de Janeiro, RJ (in Portuguese). USACE (1970). Engineering and Design: Stability of Earth and Rock-Fill Dams, Engineering Manual 1110-2-1902. Corps of Engineers, Washington, D.C.
Web Page
6.3 Artworks and illustrations
Figures must be embedded in the text near the position where they are first cited. Cite figures in the manuscript in consecutive numerical order. Denote figure parts by lowercase letters (a, b, c, etc.). Please include a reference citation at the end of the figure caption for previously published material. Authorization from the copyright holder must be provided upon submission for any reproduced material. Figure captions must be placed below the figure and start with the term “Figure” followed by the figure number and a period. Example: Figure 1. Shear strength envelope. Do not abbreviate “Figure” when making cross-references to figures. All figures are published in color for the electronic version of the journal; however, the print version uses grayscale. Please format figures so that they are adequate even when printed in grayscale. Accessibility: Please make sure that all figures have descriptive captions (text-to-speech software or a text-to-Braille hardware could be used by blind users). Prefer using patterns (e.g., different symbols for dispersion plot) rather than (or in addition to) colors for conveying information (then the visual elements can be distinguished by colorblind users). Any figure lettering should have a contrast ratio of at least 4.5:1 Improving the color accessibility for the printed version and for colorblind readers: Authors are encouraged to use color figures because they will be published in their original form in the online version. However, authors must consider the need to make their color figures accessible for reviewers and readers that are colorblind. As a general rule of thumb, authors should avoid using red and green simultaneously. Red should be replaced by magenta, vermillion, or orange. Green should be replaced by an off-green color, such as blue-green. Authors should prioritize the use of black, gray, and varying tones of blue and yellow. These rules of thumb serve as general orientations, but authors must consider that there are multiple types of color blindness, affecting the perception of different colors. Ideally, authors should make use of the following resources: 1) for more information on how to prepare color figures, visit https://jfly.uni-koeln.de/; 2) a freeware software available at http://www.vischeck.com/ is offered by Vischeck, to show how your figures would be perceived by the colorblind.
6.4 Tables When applicable, the units should come right below the corresponding column heading. Horizontal lines should be used at the top and bottom of the table and to separate the headings row. Vertical lines should not be used. Table captions must be placed above the table and start with the term “Table” followed by the table number and a period. Example: Table 1. Soil properties. Do not abbreviate “Table” when making cross-references to tables. Sample: Table 1. Soil properties
Equations must appear isolated in a single line of the text. Numbers identifying equations must be flushed with the right margin. International System (SI) units must be used. The definitions of the symbols used in the equations must appear in the List of Symbols. Do not abbreviate “Equation” when making cross-references to an equation.
7. Reviewing procedures Authors must opt for either a single or double-blind evaluation process during the submission of their manuscripts. Authors are also given an opportunity to suggest reviewers. The Associated Editor appointed to your manuscript chooses appropriate reviewers based on the manuscript’s subject and may or may not appoint reviewers suggested by the authors. Reviewers and authors opting for the double-blind process should ensure that their personal data have been completely removed from the submission MS Word files. Please refer to the guide on the link available at the top of this page. Manuscripts submitted to the Journal enters a pre-review assessment by the Editor-in-Chief who decides whether it can be sent for further review. Three criteria are considered in this first evaluation: i) adequacy to the Journal’s scope; ii) compliance with the instructions in the Guidelines for Authors; iii) paper is an original manuscript. Following, an associate editor is assigned to the submission and the paper is sent at least to two independent reviewers, which evaluates the scientific content. Reviewers may recommend to the Associate Editor either: a) accept as it is; b) accept with minor revision by authors; c) accept with major revision by authors; d) reject encouraging further resubmission after extensive changes; e) reject without any possibility of further resubmission. Typically, two to three evaluations are required before the Associated Editor makes a decision recommendation to the Editor-in-Chief, which may be either: a) accept for publication; b) requires format revision; c) requires content revision due to similarity check; d) requires minor revision; e) requires major revision; f) reject. Currently, invited reviewers are given a deadline of 40 days to provide their assessments. The deadline for authors to submit revised manuscripts is 20 days for minor changes, whereas for major changes it is 30 days.
8. Instructions for authors opting for a double-blind evaluation procedure
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Submission check list
A submission checklist is presented during the submission process. |