Environmental Alternative for the Stabilization of Amazonic Soils

Authors

  • Sarah Ribeiro Gomes Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil
  • Rodrigo de Moura Fernandes Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil
  • Alemar Pereira Torres Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil
  • Anne Karollynne Castro Monteiro Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil
  • Cláudia Ávila Barbosa Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil
  • Consuelo Alves da Frota Geothecnical Research Group, Federal University of Amazonas, Manaus, Amazonas, 690800-900, Brazil

Keywords:

chemical stabilization, Porland cement, Roadcem®, indirect tensile strength, four-point bending test (4PB)

Abstract

The typical superficial soils of Amazonas present, in general, low technical quality for use in paving, being necessary to adapt them to the geotechnical requirements. As one of the alternatives, there is chemical stabilization, which minimizes the participation, as a rule, of natural materials. In this way, the compositions of two soils (red and white) characteristic of the Petroleum Base Pedro Geólogo de Moura (Coari-AM) were analyzed, in the presence of chemical additives, Portland cement and Roadcem. Soils were characterized in terms of chemical and mineralogical aspects, additives and compositions according to X-ray diffraction mineralogy (XRD). The mechanical behavior of the formulations was also determined. The results of the chemical analysis showed very acid soils with a low organic matter content, and according to mineralogy, kaolinite and ilite clay minerals were identified. As for the additive, Portland cement, the presence of the main constituents of the product (CP II E-32), dicalcium silicate (C2S), tricalcium silicate (C3S), tricalcium aluminate (C3A) and ferro-aluminate (C4AF), in addition to gypsum and calcite, was evident. Regarding Roadcem®, the presence of the minerals halite (NaCl) and silvite (KCl) was observed. The results of the Portland-Roadcem® cement and Portland-Roadcem® cement-soil compositions showed the presence of halite and silvite. It should also be noted that the chemical additive Roadcem® developed a crystalline structure, when added to the natural soil, in the studied formulations. In mechanical performance, according to indirect tensile strength test and four-point bending test, an increase in soil resistance was observed when additives participated.

References

. P. Marjanovic, E. Christophe, P. de La Roij, and R. de La Roij, The Road to the Future - Manual for working with RoadCem, vol. 5, no. 2. 2009.

. E. U. Eyo, S. Ng’ambi, and S. J. Abbey, “Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive,” Transp. Geotech., vol. 23, p. 100330, Jun. 2020.

. N. Holmes, “Structural Properties of Concrete Materials Containing RoadCem,” J. Constr. Eng., vol. 2015, p. 8, 2015.

. M. Taslimi Paein Afrakoti, A. Janalizadeh Choobbasti, M. Ghadakpour, and S. Soleimani Kutanaei, “Investigation of the effect of the coal wastes on the mechanical properties of the cement-treated sandy soil,” Constr. Build. Mater., vol. 239, p. 117848, Apr. 2020.

. V. Anggraini, A. Asadi, B. B. K. Huat, and H. Nahazanan, “Effects of coir fibers on tensile and compressive strength of lime treated soft soil,” Meas. J. Int. Meas. Confed., vol. 59, pp. 372–381, Jan. 2015.

. M. Shojaei Baghini, A. Ismail, M. R. Karim, F. Shokri, and A. A. Firoozi, “Effect of styrene-butadiene copolymer latex on properties and durability of road base stabilized with Portland cement additive,” Constr. Build. Mater., vol. 68, pp. 740–749, Oct. 2014.

. M. A. Lav and A. H. Lav, “Effects of stabilization on resilient characteristics of fly ash as pavement material,” Constr. Build. Mater., vol. 54, pp. 10–16, Mar. 2014.

. W. Pengpeng, “Cement Stabilized Materials with Use of RoadCem Additive,” Civil Engineering and Geosciences, 2015.

. LA ROIJ, “Patent Application Publication,” Patent Pub, 2014.

. C. C. Ronquim, “Conceitos de fertilidade do solo e manejo adequado para as regiões tropicais,” in Boletim de Pesquisa e Desenvolvimento 8, 2010, p. 26.

. B. M. Das, Principles of Geotechnical Engineering, vol. 1. Brooks Cole/Thompson Learning, 2010.

. [E. de P. Rebelo, M. R. P. Ferreira, and C. A. da Frota, “Comportamento da Mistura Solo-Emulsão para o Sistema Viário de Urucu (Coari-AM),” Engevista, vol. 16, no. 2, pp. 180–190, Nov. 2014.

. D. A. A. Suárez, “Estudo do comportamento mecânico de dois solos lateríticos do Estado de São Paulo com adição de emulsão asfáltica,” University of São Paulo, São Carlos, 2009.

. D. F. Villibor, J. S. Nogami, J. R. Cincerre, P. R. M. Serra, and A. Z. Neto, Pavimentos de Baixo Custo Para Vias Urbanas, 2nd ed. São Paulo: Arte e Ciência, 2009.

. A. R. Barron, Chemistry of the Main Group Elements. Connexions, Rice University, 2013.

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Published

2020-04-22

How to Cite

Ribeiro Gomes, S., de Moura Fernandes, R., Torres, A. P. ., Monteiro, A. K. C. ., Ávila Barbosa, C., & Alves da Frota, C. (2020). Environmental Alternative for the Stabilization of Amazonic Soils. American Scientific Research Journal for Engineering, Technology, and Sciences, 67(1), 87–98. Retrieved from https://asrjetsjournal.org/index.php/American_Scientific_Journal/article/view/5820

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