Abstract

This study deals with the evaluation of the compaction and consolidation characteristics of untreated as well as hydrochloric acid (HCl)- and sodium chloride (NaCl)-treated red mud wastes. A series of standard and modified Proctor compaction and one-dimensional consolidation tests were conducted for the study purpose. Sodium chloride solutions of 1·71 and 3·42 M and hydrochloric acid solutions with pH of 1, 1·5, 2, 3 and 4 are selected to treat the waste. Results show that standard Proctor compaction tests yield inconsistent and low dry unit weight values with relatively high optimum water content. On the other hand, modified Proctor compaction test produced consistent dry unit weight values with low optimum water content. There is only a marginal improvement in dry unit weight and compression properties of hydrochloric acid- and sodium chloride-treated samples; however, the treatment proved effective in reducing pH of the waste. It has been noticed that the compressibility of both untreated and treated samples is appreciably low. Results elucidate that parameters such as the size of the particles and their shape, chemical and mineralogical compositions and surface charge properties can influence the compaction and compressibility characteristics of the waste. Overall, the study demonstrates that the red mud waste could be a potential resource material for geotechnical engineering applications.

Highlights

  • Red mud waste (RMW) is a solid residue generated during the extraction of alumina from bauxite ore by Bayer’s process

  • This paper focuses on evaluation of the compaction and consolidation characteristics of RMW, in a comprehensive way, before and after it was treated with hydrochloric acid (HCl) and sodium chloride (NaCl) solutions

  • About 27% of particles are identified to fall within the clay size range, and the remaining 5% are found within the sand size range

Read more

Summary

Introduction

Red mud waste (RMW) is a solid residue generated during the extraction of alumina from bauxite ore by Bayer’s process. In the absence of either quartz or clay minerals, it is reported that the waste exhibits a compression and plastic behaviour similar to that of clayey soils and a frictional behaviour the same as that of sandy soils, and many of its geotechnical properties match with those of clayey tailings (Gray and Somogyi, 1974; Newson et al, 2006; Parekh and Goldberger, 1976). These attributes suit the waste for selection as a resource material in geotechnical applications such as embankments, pavements, roads, structural fills and other earthen structures.

Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call