Solos expansivos no contexto do território brasileiro: Revisão sistemática com análise bibliométrica da literatura

Authors

DOI:

https://doi.org/10.33448/rsd-v14i11.50123

Keywords:

Expansive Soils, Brazil, Systematic Review, PRISMA Method.

Abstract

Expansive soils are unsaturated materials that can decrease or increase in volume when their moisture content changes. Understanding soil expansivity is essential for the planning and execution of engineering projects, preventing disruptions and emergency actions caused by expansion-related pathologies. Thus, this article aimed to present a systematic review with a bibliometric analysis, seeking to understand expansive soils in the context of the Brazilian territory. The study was developed in four stages: database article search, meta-analysis, bibliometric analysis, and systematic analysis. The data search was carried out in the Scopus database using the PRISMA method for article selection. In the meta-analysis, bibliometric and specific publication data were extracted, and the bibliometric analysis was conducted both quantitatively and qualitatively using VOSviewer and Microsoft Excel software. In the systematic analysis, the information was synthesized. Fourteen articles published between 2013 and 2022 were included. Most authors and institutions are from the Northeast and South regions, highlighting the need to expand studies to other areas. The co-authorship networks revealed limited collaboration between authors and international institutions. The topic has mainly been approached through studies focused on the physical, chemical, mineralogical, hydrological, and mechanical characterization of expansive soils, as well as on improvement techniques. It is concluded that it is relevant to develop research on the hydromechanical behavior at micro and macro scales and on solutions that reduce the expansivity potential, minimizing risks in engineering projects.

References

Agência USP de Gestão da Informação Acadêmica. (2016). Recuperado em 27 de outubro de 2022, de https://www.aguia.usp.br/apoio-pesquisador/indicadores-pesquisa/lista-indicadores-bibliometricos/.

Araújo, C. A. A. (2006). Bibliometria: evolução histórica e questões atuais. Em Questão. 12(1), 11–32.

Araújo, M. T., Ferrazzo, S. T., Bruschi, G. J. J. & Consoli, N. C. (2021). Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement. Transportation Geotechnics, 31, 100681. DOI: 10.1016/j.trgeo.2021.100681

Belchior, I. M. R. M., Casagrande, M. D. T. & Zornberg, J. G. (2017). Swelling Behavior Evaluation of a Lime-Treated Expansive Soil through Centrifuge Test. Journal of Materials in Civil Engineering, 29(12), 04017240. DOI: 10.1061/(asce)mt.1943-5533.0002090

Borba, W. F., Silva, J. L. S., Kemerich, P. D. C., Fernandes, G. D., Terra, L. G., Lobler, C. A., Trombeta, H. W. & Souza, É. E. B. (2019). Identification of Clay Minerals in a Landfill Soil in the Northwestern Region in the State of Rio Grande do Sul, Brazil. Anuário do Instituto de Geociências – UFRJ, 42(2), 178–183. DOI: 10.11137/2019_2_178_183

Consoli, N. C., Araújo, M. T., Ferrazzo, S. T., Rodrigues, V. L. & Rocha, C. G. (2020). Increasing Density and Cement Content in Expansive Soils Stabilization:Conflicting or Complementary Procedures for Reducing Swelling? Canadian Geotechnical Journal. DOI: 10.1139/cgj-2019-0855

Ferreira, S. R. M., Costa, L. M., Guimarães, L. J. N. & Pontes Filho, I. D. S. (2013). Volume Change Behavior due to Water Content Variation in an Expansive Soil from the Semiarid Region of Pernambuco – Brazil. Soils and Rocks, 36(2), 183–193. DOI: 10.28927/sr.362183

Ferreira, S. R. M., Paiva, S. C., Morais, J. J. O. & Viana, R. B. (2018). Avaliação da expansão de um solo do município de Paulista-PE melhorado com cal. Matéria (Rio de Janeiro), 22(suppl 1). DOI: 10.1590/s1517-707620170005.0266

Galvão, T. F. & Pereira, M. G. (2014). Revisões sistemáticas da literatura: passos para sua elaboração. Epidemiol. Serv. Saude, 23, 1, 183-184. DOI: 10.5123/S1679-49742014000100018

Katz, J. S. & Martin, B. R. (1997). What is research collaboration? Research Policy, 26, 1, 1-18. DOI: 10.1016/S0048-7333(96)00917-1

Kühn, V. O., Lopes, B. C. F. L., Caicedo, B. & Cordão-Neto, M. P. (2021). Micro-structural and volumetric behaviour of bimodal artificial soils with aggregates. Engineering Geology, 288, 106139. DOI: 10.1016/j.enggeo.2021.106139

Liu, W., Wang, J., Li, C., Chen, B. & Sun, Y. (2019). Using Bibliometric Analysis to Understand the Recent Progress in Agroecosystem Services Research. Ecological Economics, 156, 293-305. DOI: 10.1016/j.ecolecon.2018.09.001

Machado Junior, C., Souza, M. T. S., Parisotto, I. R. S. & Palmisano, A. (2016). As leis da bibliometria em diferentes bases de dados científicos. Revista de Ciências e Administração, 18, 44, 111-123. DOI: 10.5007/2175-8077.2016v18n44p111

Moher, D., Liberati, A. Tetzlaff, J. & Altman, D. G. (2010). Preferred reporting items for systematic reviews and meta-analyses: The PRISMA statement. International Journal of Surgery, 8, 5, 336-341. DOI: 10.1016/j.ijsu.2010.02.007

Morais, J. J. O. 2017. Caracterização Geotécnica da Expansividade de um Solo Argiloso do Município de Paulista – PE. Dissertação de Mestrado. Universidade Federal de Pernambuco – CTG UFPE.

Najmi, A., Rashidi, T. H., Abbasi, A. & Travis Waller, S. (2017). Reviewing the transport domain: an evolutionary bibliometrics and network analysis. Scientometrics, 110, 2, 843-865. DOI: 10.1007/s11192-016-2171-3

Newman, M. E. J. (2004). Coauthorship networks and patterns of scientific collaboration. Proceedings of the National Academy of Sciences, 101 (Suppl. 1), 5200-5205. DOI: 10.1073/pnas.0307545100

Paiva, S. C. (2016). Estudo do Comportamento Geomecânico dos Solos Expansivos dos Municípios de Cabrobó, Paulista e Ipojuca - PE e de suas Misturas com Cal. Tese de Doutorado. Universidade Federal de Pernambuco – CTG UFPE.

Paiva, S. C., Lima, M. A. A., Ferreira, M. G. V. X. & Ferreira, S. R. M. (2016). Propriedades geotécnicas de um solo expansivo tratado com cal. Matéria (Rio de Janeiro), 21(2), 437–449. DOI: 10.1590/s1517-707620160002.0041

Pantaleão, P. F. & Veiga, H. M. S. (2019). Bem-estar no trabalho: revisão sistemática da literatura nacional na última década. HOLOS, 35, 5, 1-24. DOI: 10.15628/holos.2019.7570

Pereira, A. S. et al. (2018). Metodologia da pesquisa científica. [free ebook]. Santa Maria. Editora da UFSM.

Pértile, P., Reichert, J. M., Gubiani, P. I., Holthusen, D. & Costa, A. (2016). Rheological Parameters as Affected by Water Tension in Subtropical Soils. Revista Brasileira de Ciência do Solo, 40. DOI: 10.1590/18069657rbcs20150286

Pluye, P. & Hong, Q. N. (2014). Combining the Power of Stories and the Power of Numbers: Mixed Methods Research and Mixed Studies Reviews. Annual Review of Public Health, 35, 1, 29-45. DOI: 10.1146/annurev-publhealth-032013-182440

Ribeiro Filho, J. C., Andrade, E. M., Guerreiro, M.S., Palácio, H. A. Q. & Brasil, J. B. (2022). Climate Data to Predict Geometry of Cracks in Expansive Soils in a Tropical Semiarid Region. Sustainability, 14, 675. DOI: 10.3390/su14020675

Santos, J. C. N., Andrade, E. M., Guerreiro, M. J. S., Medeiros, P. H. A., Palácio, H. A. Q. & Araújo Neto, J. R. (2016). Effect of dry spells and soil cracking on runoff generation in a semiarid micro watershed under land use change. Journal of Hydrology, 541, 1057–1066. DOI: 10.1016/j.jhydrol.2016.08.016

Shitsuka, R. et al. (2014). Matemática fundamental para a tecnologia. (2ed). Editora Érica.

Silvani, C., Lucena, L. C. F. L., Tenorio, E. A. G., Scheuermann Filho, H. C. & Consoli, N. C. (2020). Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends. Journal of Geotechnical and Geoenvironmental Engineering, 146(9), 06020012. DOI: 10.1061/(asce)gt.1943-5606.0002335

Snyder, H. (2019). Literature review as a research methodology: An overview and guidelines. Journal of Business Research. 104, 333-9. Doi: https://doi.org/10.1016/j.jbusres.2019.07.039.

Souza, R. F. C. & Pejon, O. J. (2020). Pore size distribution and swelling behavior of compacted bentonite/claystone and bentonite/sand mixtures. Engineering Geology, 275, 105738. DOI: 10.1016/j.enggeo.2020.105738

Tenório, E. A. G. (2018). Controle da Expansão dos Solos com Resíduos de Mármore e Cal. Dissertação de Mestrado. Universidade Federal de Campina Grande – UFCG.

Testoni, S. A., Almeida, J. A., Silva, L. & Andrade, G. R. P. (2017). Clay Mineralogy of Brazilian Oxisols with Shrinkage Properties. Revista Brasileira de Ciência do Solo, 41. DOI: 10.1590/18069657rbcs20160487

Van Eck, N. J. & Waltman, L. (2010). Software survey: VOSviewer, a computer program for bibliometric mapping. Scientometrics, 84, 2, 523-538. DOI: 10.1007/s11192-009-0146-3

Van Eck, N. J. & Waltman, L. (2017). Citation-based clustering of publications using CitNetExplorer and VOSviewer. Scientometrics, 111, 1053-1070. DOI: 10.1007/s11192-017-2300-7

Published

2025-11-17

Issue

Section

Engineerings

How to Cite

Solos expansivos no contexto do território brasileiro: Revisão sistemática com análise bibliométrica da literatura. Research, Society and Development, [S. l.], v. 14, n. 11, p. e136141150123, 2025. DOI: 10.33448/rsd-v14i11.50123. Disponível em: https://rsdjournal.org/rsd/article/view/50123. Acesso em: 5 dec. 2025.