Railroad ballast of granites and basic rock in tropical regions: relationships between petrography, physical-mechanical properties and alterability

Authors

DOI:

https://doi.org/10.14295/transportes.v29i2.2369

Keywords:

Technological tests, Micro-Deval, Alterability, Immersion in ethyleneglycol

Abstract

The objective of this study was to evaluate, comparatively, the evolution of this degradation of three rock types, two granitoids and a microgabbro which, eventually, could be used as ballast, due to the proximity of the quarries to the design route of a railroad to be built between São Paulo and around Campinas, State of São Paulo, southeastern Brazil. They were tested for alterability in sodium sulfate and ethylene glycol solutions. Based on detailed petrographic analysis, Micro-Deval and Slake Durability Index tests were performed with and without conjugation to the referred alterability tests. The results obtained are punctual, valid and positive for the samples of the rock masses carefully selected and described, considering the different characteristics of the granitoids belonging to the Morungaba and Cantareira Complexes. In the case of basic rock, the microgabbro, should not be used as ballast in the studied tropical climate area, since the exposed fragments that make up the ballast are intensely affected by chemical weathering (notably reactions accelerated by water and temperature), which culminate in the decomposition of primary minerals and, consequently, in the faster physical-mechanical degradation of this rock. In practice, more frequent periodic maintenance and higher costs.

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Author Biographies

Rony Souza dos Santos, São Carlos School of Engineering, University of São Paulo, São Paulo, Brazil

Master´s degree sutdent of Geotechnical Engineering Program, São Carlos School of Engineering.

Rogério Pinto Ribeiro, São Carlos School of Engineering, University of São Paulo, São Paulo, Brazil

Department of Geotechnical Engineering, São Carlos School of Engineering

Antenor Braga Paraguassú, São Carlos School of Engineering, University of São Paulo, São Paulo, Brazil

Department of Geotechnical Engineering, São Carlos School of Engineering.

Gustavo de Castro Xavier, State University of the Northern Rio de Janeiro, Rio de Janeiro – Brazil

Civil Engineering Laboratory.

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Published

2021-07-30

How to Cite

dos Santos, R. S. ., Ribeiro, R. P., Paraguassú, A. B. ., & Xavier, G. de C. . (2021). Railroad ballast of granites and basic rock in tropical regions: relationships between petrography, physical-mechanical properties and alterability. TRANSPORTES, 29(2), 2369. https://doi.org/10.14295/transportes.v29i2.2369

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