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Slag concrete

Schiacken-auge, n. = Schlackenloch. -beton, tn. slag concrete. [Pg.388]

Like HP/HVFAC, high-performance/high-volume slag concrete (HP/HVSC) has a very low water-cement ratio... [Pg.463]

Table 7.20 Mechanical properties of high-volume slag concrete (Malhotra [69])... [Pg.467]

Slag- Concrete cement that sometimes covers the vertical face of the foundation void material. [Pg.282]

In a given set of conditions in terms of humidity and temperature and provided corrosion has initiated, the higher resistivity of blended cements results in a lower corrosion rate than for Portland cement As an illustration, the resistivities and corrosion rates measured on the previously mentioned concrete blocks exposed in a marine-splash zone have been shown in Table 6.2. Bars at 20 mm depth in fly ash and blast furnace slag concrete show low corrosion rates although the chloride contents suggest corrosion initiation has taken place both have a high resistivity (> 500 fl m). Bars at 20 mm in Portland cement blocks show much higher corrosion rates, associated with low resistivity (< 100 O m) [32]. [Pg.105]

Table 2. Design of high titanium slag concrete beams mix. Table 2. Design of high titanium slag concrete beams mix.
Sun Jinkun. All high titanium heavy slag concrete applied basic research master degree theses of master of [in] [D]. Chongqing chongqing university, 2006. [Pg.332]

Bazenov, Y., and Pavlenko, S. (1997) Physicomechanical and deformation properties of cementless fine-grained ash-slag concrete over a 5 year period, in Proceedings 10th ICCC, Goteborg, paper 4iv058. [Pg.105]

Collins, F., and Sanjayan, J.G. (1999) Strength and shrinkage properties of alkali-activated slag concrete placed into a large column. Cement and Concrete Research 29,... [Pg.121]

The resistanee of slag concrete to sulfate is increased if more than 65% eement is replaeed by slag at a constant gypsum addition of 5%. The high resistanee to sulfate attack can be attributed partly to lower permeability of eonerete. [Pg.176]

Figure 19. Concentration of CaC03 and Ca(OH)2 at various depths for normal and slag concretes. Figure 19. Concentration of CaC03 and Ca(OH)2 at various depths for normal and slag concretes.
Kokubu, K., Takahashi, S., and Anzai, H., Effect of Curing Temperature on the Hydration and Adiabatic Temperature Characteristics of Portland Cement - Blast Fnmace Slag Concrete, 3rd CANMET/ACI Int. Conf. Fly Ash, Silica Fume, Slag and Natural Pozzolans in Conor., (V. M. Malhotra, ed.), SP-114 1361-1376 (1989)... [Pg.348]


See other pages where Slag concrete is mentioned: [Pg.462]    [Pg.464]    [Pg.349]    [Pg.350]    [Pg.57]    [Pg.328]    [Pg.329]    [Pg.332]    [Pg.557]    [Pg.157]    [Pg.188]    [Pg.317]   


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