Effect of type and quantity of inherent alkali cations on alkali-silica reaction

被引:12
|
作者
Ma, Pengfei [1 ]
Li, Jiaoli [1 ]
Bai, Jincheng [2 ]
Zhuo, Ying [1 ]
Chi, Lingyu [3 ]
Zhu, Yanping [1 ]
Shi, Zhenhua [1 ]
Ma, Hongyan [1 ]
Chen, Genda [1 ]
机构
[1] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65409 USA
[2] Missouri Univ Sci & Technol, Mat Res Ctr, Rolla, MO USA
[3] Missouri Univ Sci & Technol, Dept Chem, Rolla, MO USA
关键词
Alkali-silica reaction; Sodium and potassium; Boosting and exposing; Raman spectroscopy; Expansion mechanism; CHEMICAL SEQUENCE; ACTIVATED SLAG; REACTION GELS; CONCRETE; CARBONATION; MECHANISMS; KINETICS; MODULUS; SIZE; RISK;
D O I
10.1016/j.cemconres.2023.107293
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the macroscopical expansion induced by alkali-silica reaction (ASR) and its corresponding ASR products are investigated using ordinary Portland cement (OPC) mortar specimens with a gradient of boosted alkalis. Experimental results show that the expansion increases with the concentration of inherent alkalis. Sodium-boosted samples expand approximately three times as much as potassium-boosted samples. ASR gels that are present in aggregate veins are calcium-free and amorphous; the atomic ratios of ASR gels are nearly inde-pendent of the type and quantity of alkali cations. Aggregate ASR gel exudation occurs in high (& GE;2.5 %) sodium cases and produces potential Na-shlykovite. Crystalline and amorphous calcium-containing ASR products are present in aggregate vicinities in either Na-or K-boosted samples. The higher hydrophilicity of Na-gel in aggregate veins accounts for the larger expansion. Boosted alkali cations are more effective in ASR products formation than in exposing solution. A new observation that NaOH exposure inhibits ASR in K-boosted samples (zero expansion) is reported.
引用
收藏
页数:14
相关论文
共 50 条
  • [21] Alkali-silica reaction of concrete with admixtures
    Li, ZJ
    Mu, B
    Peng, J
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126 (03): : 243 - 249
  • [22] Alkali-silica reaction: understanding the phenomenon
    Moreira K.M.V.
    Oliveira P.V.G.
    de Deus Ê.P.
    Cabral A.E.B.
    Journal of Building Pathology and Rehabilitation, 2021, 6 (1)
  • [23] Modified model of alkali-silica reaction
    Ichikawa, Tsuneki
    Miura, Masazumi
    CEMENT AND CONCRETE RESEARCH, 2007, 37 (09) : 1291 - 1297
  • [24] Monitoring alkali-silica reaction in structures
    TNO Building and Construction Research, Department of Civil Infrastructure, Delft, Netherlands
    不详
    Heron, 2002, 47 (02):
  • [25] Preventing Alkali-Silica Reaction in Concrete
    Ideker, Jason H.
    Drimalas, Thano
    Folliard, Kevin J.
    Ghanizadeh, Ardalan
    Parashar, Anuj
    Chopperla, Krishna Siva Teja
    Snyder, April
    Thomas, Michael D.A.
    ce/papers, 2023, 6 (06) : 1101 - 1109
  • [26] ALKALI-SILICA REACTION IN ROADS.
    West, G.
    Sibbick, R.
    Highways Croydon, 1988, 56 (1936): : 19 - 20
  • [27] Effect of sample geometry and aggregate type on expansion due to alkali-silica reaction
    Sinno, Noura
    Shehata, Medhat H.
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 209 : 738 - 747
  • [28] The role of calcium in alkali-silica reaction
    Thomas, MDA
    MATERIALS SCIENCE OF CONCRETE SPECIAL VOLUME: THE SIDNEY DIAMOND SYMPOSIUM, 1998, : 325 - 337
  • [29] Mechanism of damage for the alkali-silica reaction
    Garcia-Diaz, E
    Riche, J
    Bulteel, D
    Vernet, C
    CEMENT AND CONCRETE RESEARCH, 2006, 36 (02) : 395 - 400
  • [30] POROSITY DIFFUSIVITY AND ALKALI-SILICA REACTION
    MORANVILLEREGOURD, M
    PORE STRUCTURE AND PERMEABILITY OF CEMENTITIOUS MATERIALS, 1989, 137 : 225 - 233