Improved volume stability of mortar bars exposed to magnesium sulfate in the presence of bicarbonate ions

被引:16
作者
Kunther, Wolfgang [1 ,2 ]
Lothenbach, Barbara [3 ]
机构
[1] Aarhus Univ, Instrument Ctr Solid State NMR Spect, Dept Chem, DK-8000 Aarhus C, Denmark
[2] Aarhus Univ, Interdisciplinary Nanosci Ctr iNANO, DK-8000 Aarhus C, Denmark
[3] Empa, Swiss Fed Labs Mat Sci & Technol, Lab Concrete Construct Chem, Uberlandstr 129, CH-8600 Dubendorf, Switzerland
关键词
Sulfate attack (C); Carbonation (C); Corrosion (C); Expansion (C); Blended cement (D); PORTLAND-CEMENT; S-H; CONCRETE; WATER; GROUNDWATER; EXPANSION; IMPACT; PHASE; DETERIORATION; RESISTANCE;
D O I
10.1016/j.cemconres.2018.04.022
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effect of the simultaneous occurrence of sulfate and bicarbonate ions in magnesium containing solutions was investigated for a CEM I and CEM III/B mortar under laboratory conditions. The presence of bicarbonate ions, which is common in natural waters, prevents the typical expansion and surface erosion of CEM I mortars and the surface deterioration of CEM III/B mortars. The chemical effect of the bicarbonate ions is twofold. The precipitation of CaCO3 lowers the availability of CaO for the formation of additional sulfate bearing phases like ettringite and gypsum. The second effect is the reduction of supersaturation of the pore solution with respect to ettringite. The absence of deterioration is linked to the formation of only small amounts of ettringite and to the absence of gypsum in the affected zones. Thermodynamic modeling suggests that relatively small bicarbonate concentrations suffice to prevent damage, contribute to the scarcity of damage under natural exposure conditions and to the diversity of results under laboratory exposure conditions.
引用
收藏
页码:217 / 229
页数:13
相关论文
共 47 条
  • [1] [Anonymous], 2013, TEST METHODS RESISTA, P251
  • [2] ASTM International, 2004, C1012 ASTM
  • [3] Field performance of concrete exposed to sulphate and low pH conditions from natural and industrial sources
    Bellmann, F.
    Erfurt, W.
    Ludwig, H-M
    [J]. CEMENT & CONCRETE COMPOSITES, 2012, 34 (01) : 86 - 93
  • [4] Bellmann F., 2010, GEFAHRDUNGSPOTENTIAL
  • [5] Expansion mechanisms in calcium aluminate and sulfoaluminate systems with calcium sulfate
    Bizzozero, Julien
    Gosselin, Christophe
    Scrivener, Karen L.
    [J]. CEMENT AND CONCRETE RESEARCH, 2014, 56 : 190 - 202
  • [6] Hydration and early-age expansion of calcium sulfoaluminate cement-based binders: experiments and thermodynamic modeling
    Chaunsali, Piyush
    Mondal, Paramita
    [J]. JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2016, 5 (04) : 259 - 267
  • [7] Physico-chemical interaction between mineral admixtures and OPC-calcium sulfoaluminate (CSA) cements and its influence on early-age expansion
    Chaunsali, Piyush
    Mondal, Paramita
    [J]. CEMENT AND CONCRETE RESEARCH, 2016, 80 : 10 - 20
  • [8] COHEN MD, 1991, ACI MATER J, V88, P62
  • [9] On the physico-chemical evolution of low-pH and CEM I cement pastes interacting with Callovo-Oxfordian pore water under its in situ CO2 partial pressure
    Dauzeres, A.
    Le Bescop, P.
    Cau-Dit-Coumes, C.
    Brunet, F.
    Bourbon, X.
    Timonen, J.
    Voutilainen, M.
    Chomat, L.
    Sardini, P.
    [J]. CEMENT AND CONCRETE RESEARCH, 2014, 58 : 76 - 88
  • [10] Towards the understanding of chloride profiles in marine exposed concrete, impact of leaching and moisture content
    De Weerdt, Klaartje
    Orsakova, Denisa
    Muller, Arnaud C. A.
    Larsen, Claus K.
    Pedersen, Bard
    Geiker, Mette R.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 120 : 418 - 431