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Published on: September 12, 2019
Engineering Properties and Microstructure of Soils Stabilized by Red-Mud-Based Cementitious Material.
Wentao Li1,2, Ke Huang1,2, Feng Chen2
1Key Laboratory of Health Intelligent Perception and Ecological Restoration of River and Lake, Ministry of Education, Hubei University of Technology, Wuhan 430068, China.
Red mud (RM) can be utilized as a soil stabilizer in geotechnical engineering when combined with magnesium oxide (MgO) or calcium oxide (CaO). These RM-based binders significantly enhance soil strength and freeze-thaw resistance, offering a sustainable waste utilization solution.
Area of Science:
- Geotechnical Engineering
- Materials Science
- Environmental Science
Background:
- Red mud (RM) is a significant industrial byproduct of aluminum refining, posing environmental challenges.
- Effective recycling and reuse strategies for RM are crucial for sustainable industrial practices.
- Geotechnical applications offer a promising avenue for RM valorization.
Purpose of the Study:
- To investigate the feasibility of using red mud combined with magnesium oxide (MgO) or calcium oxide (CaO) as a soil stabilizer.
- To evaluate the impact of these RM-based binders on the physical, mechanical, and micro-structural properties of stabilized soil.
- To determine the optimal binder ratios and assess the performance under freeze-thaw conditions.
Main Methods:
- Preparation of RM-based binders by mixing red mud with MgO or CaO.
- Stabilization of soil using the prepared RM-based binders.
- Characterization of stabilized soil properties, including unconfined compressive strength (UCS).
- Investigation of micro-structural changes and performance under freeze-thaw cycles.
- Addition of sodium hydroxide (NaOH) to promote hydration reactions.
Main Results:
- RM-MgO and RM-CaO binders significantly improved the unconfined compressive strength (UCS) of the stabilized soil.
- Optimal binder ratios were identified: RM:MgO = 5:5 and RM:CaO = 8:2 for maximum UCS in initial mixtures.
- The addition of NaOH further enhanced UCS, with optimal ratios of 2:8 for RM-MgO and 4:6 for RM-CaO stabilized soils.
- Stabilized soils exhibited improved resistance to freeze-thaw erosion, with RM-MgO showing superior performance compared to RM-CaO.
- Hydrated magnesium silicate and hydrated calcium silicate were identified as key strengthening agents.
Conclusions:
- Red mud, when combined with MgO or CaO and NaOH, serves as an effective binder for soil stabilization in geotechnical applications.
- The stabilized soils demonstrate enhanced mechanical properties and durability, particularly under freeze-thaw conditions.
- This approach offers a viable solution for the sustainable management and valorization of red mud waste.
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