Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights

被引:6
作者
Farenzena, Helena Portela [1 ]
Bruschi, Giovani Jordi [1 ]
Medina, Guilherme Schmitt [1 ]
Silva, Joao Paulo de Sousa [2 ]
Lotero, Andres [1 ]
Consoli, Nilo Cesar [1 ]
机构
[1] Univ Fed Rio Grande Do Sul, Grad Program Civil Engn, BR-90035190 Porto Alegre, RS, Brazil
[2] VALE SA, Explorat & Mineral Projects Mineral Dev Ctr, BR-33040900 Santa Luzia, MG, Brazil
关键词
iron ore tailings (IOT); simple shear test; mine tailings; alkali-activated cement; stabilized dry stacking; RICE HUSK ASH; SODIUM-SILICATE; FLY-ASH; PORTLAND-CEMENT; GOLD TAILINGS; UNIT WEIGHT; METAKAOLIN; BEHAVIOR; GEOPOLYMER; STRENGTH;
D O I
10.1139/cgj-2023-0125
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Upstream tailings dams are high-risk structures that have experienced several failures worldwide, particularly with iron ore tailings (IOT). In this study, new disposal methods/techniques, such as cement-stabilized dry stacking, are discussed that provide enhanced mechanical behavior while reducing failure risks. Alkali-activated materials are used as cementing agents due to their mechanical and environmental advantages compared to ordinary Portland cement. This study evaluates the mechanical and microstructural behavior of IOT stabilized with an alkali-activated cement (AAC) composed of two by-products from the IOT beneficiation process, metakaolin and sodium silicate, tested under plane strain conditions. Simple shear tests and microstructural analysis were performed. Mixtures of IOT were produced with 0%, 1%, 3%, and 5% AAC to examine the influence of such variables on strength and deformability parameters under undrained conditions. The mixtures with 3% and 5% AAC showed the greatest impact on the strength; however, the addition of 1% AAC was able to reduce positive pore-pressure generation. Cementitious bounds were evidenced by forming a sodium aluminosilicate hydrate gel. The studied AAC was effective in stabilizing IOT, even at small contents.
引用
收藏
页码:649 / 667
页数:19
相关论文
共 110 条
  • [1] Alkali-activated grouts based on slag-fly ash mixtures: From early-age characterization to long-term phase composition
    Aboulayt, Abdelilah
    Souayfan, Faten
    Roziere, Emmanuel
    Jaafri, Reda
    El Idrissi, Anass Cherki
    Moussa, Redouane
    Justino, Christophe
    Loukili, Ahmed
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 260
  • [2] AN EVALUATION OF DIRECT SIMPLE SHEAR TESTS ON CLAY
    AIREY, DW
    WOOD, DM
    [J]. GEOTECHNIQUE, 1987, 37 (01): : 25 - 35
  • [3] TRIAXIAL TESTING OF NATURALLY CEMENTED CARBONATE SOIL
    AIREY, DW
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (09): : 1379 - 1398
  • [4] Cyclic behaviour of reconstituted and desiccated-rewet thickened gold tailings in simple shear
    Al-Tarhouni, M.
    Simms, P.
    Sivathayalan, S.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (07) : 1044 - 1060
  • [5] Waste-derived activators for alkali-activated materials: A review
    Alnahhal, Mohammed Fouad
    Kim, Taehwan
    Hajimohammadi, Ailar
    [J]. CEMENT & CONCRETE COMPOSITES, 2021, 118
  • [6] PROPERTIES OF METAKAOLIN BLENDED CEMENTS
    AMBROISE, J
    MAXIMILIEN, S
    PERA, J
    [J]. ADVANCED CEMENT BASED MATERIALS, 1994, 1 (04): : 161 - 168
  • [7] [Anonymous], 2016, Standard Test Method for Density of Powder Metallurgy (PM) Materials Containing Less Than Two Percent Porosity (ASTM B311-17), P1, DOI DOI 10.1520/D4318-17E01
  • [8] [Anonymous], 2012, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard f fort (12 400 ft-lbf/ft3 (600 kN-m/m3)), DOI DOI 10.1520/D0698-12E02
  • [9] [Anonymous], 2021, Standard Test Method for Particle-Size Distribution, P27, DOI [DOI 10.1520/D7928-21E01, 10.1520/d7928-21e01]
  • [10] [Anonymous], 2012, Annual Books of ASTM Standard D1557-12, West Conshohocken, PA, P1, DOI [DOI 10.1520/D2166-06, 10.1520/D0698-07E01.1]