Rice husk ash-carbide lime as an alternative binder for waste foundry sand stabilization

被引:4
|
作者
Pelisser, Giovana [1 ]
Ferrazzo, Suellen Tonatto [2 ]
Mota, Jonas Duarte [3 ]
Dos Santos, Carolina Pereira [2 ]
Pelisser, Crivian [4 ]
Rosa, Francisco Dalla [5 ]
Korf, Eduardo Pavan [1 ]
机构
[1] Fed Univ Fronteira, Grad Program Environm Sci & Technol, PPGCTA, BR-99700970 Erechim, RS, Brazil
[2] Fed Univ Rio Grande, Grad Program Civil Engn, PPGEC, BR-90035190 Porto Alegre, RS, Brazil
[3] Fed Univ Fronteira, Undergraduate Program Environm & Sanit Engn, BR-99700970 Erechim, RS, Brazil
[4] Univ Fed Parana, Grad Program Chem Engn, PPGEQ, BR-81531980 Curitiba, PR, Brazil
[5] Univ Passo Fundo PPGEng, Grad Program Civil & Environm Engn, BR-99052900 Passo Fundo, RS, Brazil
关键词
Rice husk ash; Carbide lime; Waste valorization; Mineralogy and microstructure; Leaching; COAL FLY-ASH; FREEZE-THAW; S-H; STRENGTH; BLENDS; PERFORMANCE; FILLER; SLAG;
D O I
10.1007/s11356-022-25117-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rice husk ash (RHA) is an excellent pozzolana and associated with hydrated lime (HL), it becomes an alternative binder to Portland cement in soil stabilization. In the context of waste valorization, waste foundry sand (WFS) and carbide lime (CL) have been investigated in civil construction and environmental geotechnical applications. However, stabilizing WFS with alternative binders to Portland cement represents a large field of research to be explored. This study evaluated the stabilization of WFS with a binder based on RHA and CL, compared to the use of RHA-HL. An experimental design was carried out to evaluate the influence of different dry-specific weights (12.00, 12.75, and 13.50 kN/m(3)), RHA contents (10%, 20%, and 30%), and curing times (28, 60, and 90 days) under unconfined compressive strength (UCS). UCS results were submitted to statistical analysis and correlated to the porosity/binder content index (eta/B-iv). Healing capacity, mineralogy, microstructure, and leaching of metals from mixtures of interest were evaluated. The results showed that higher specific weights and higher percentages of RHA promoted better strength. The eta/B-iv(0.28) index proved to be an adequate parameter to assess the UCS of WFS-RHA mixtures with different limes (CL and HL), lower porosity, and higher binder content leading to higher strengths. The mixture's mineralogy and microscopy showed the formation of cementing gels, corroborating the strength gains. WFS stabilized with both binders (RHA-CL and RHA-HL) presented satisfactory environmental performance, allowing the immobilization of metals in the waste compositions.
引用
收藏
页码:42176 / 42191
页数:16
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