Etration DNQX disodium salt Autophagy depthin the B3 series concretes with CEM II ash cement,

Etration DNQX disodium salt Autophagy depthin the B3 series concretes with CEM II ash cement, the improve in water penetration depth with escalating ash content material enhanced to a greater extent and reached larger values than within the rising ash content improved to a higher extent and reached larger values than within the case of concretes made on the basis of CEM I cement. case of concretes produced on the basis of CEM I cement.B1-0 – manage concrete – gravel CEM I B1 – gravel CEM I fly ash B2 – basalt CEM I fly ash B3 – gravel CEM II fly ash 74.3 55.0 43.7 44.7 46.3 61.3 50.0 46.0 46.90.0 Water penetration, mm 80.0 70.0 60.0 50.0 40.0 30.0 20.0 ten.0 0.0 41.46.47.49.B1-0 B1-1 B1-2 B1-3 B1-4 B2-0 B2-1 B2-2 B2-3 B3-0 B3-1 B3-2 B3-3 SeriesFigure 8. Water penetration of control concretes and concretes using the addition of fly ash. Figure 8. Water penetration of manage concretes and concretes using the addition of fly ash.three.6. Leaching Metal Ions from Concretes Tianeptine sodium salt Purity & Documentation Containing Ash from Biomass Combustion three.six. Leaching Metal Ions from Concretes ions from concrete was conducted in accordance using the test for the leaching of metal Containing Ash from Biomass Combustion the PN EN 12457 two:2006 regular. Theions from test was performed only foraccordance The test for the leaching of metal leaching concrete was performed within the handle concrete (B1-0) 12457 2:2006 normal. The using the addition of fly ash only for the conwith the PN EN and for concretes producedleaching test was performed inside the level of 30 of your cement and for concretes developed series), addition that ash within the content trol concrete (B1-0) mass (samples from the B1-3with the assumingof flythe highestamount in the from the cement mass them. Two determinations have been made for the tested concrete, of 30 eluate will happen for(samples from the B1-3 series), assuming that the highest conmaintaining the will with the volume on the liquid phase (L) to the mass on the tested content material inside the eluate ratio take place for them. Two determinations have been made for the strong phase (S) equal to ten:1. Calculations have been created based on the regular assuming no the strong crete, keeping the ratio on the volume of your liquid phase (L) to the mass of moisture in the samples. to ten:1. Calculations had been created in the B1-0 handle concrete, the pH of phase (S) equal Immediately after the procedure of leaching ions in accordance with the normal assuming no the solution was 10.10, when the approach of leaching ions in the B1-0 manage concrete, moisture in the samples. Afterin the case of B1-3 concretes it was 9.67. The data presented in pH of show that the amount though in toxic metal ions, for example it was Cu, The information theTable 5 the remedy was ten.ten,of leachedthe case of B1-3 concretesZn, Pb, 9.67.Cr and Ba, from concretes containing fly ash volume of leached towards the volume of metal Zn, leached presented in Table 5 show that the(B1-3) is comparabletoxic metal ions, such asions Pb, Cu, from the handle concrete containing fly ash hand, the content material of to the volume of metal Cr and Ba, from concretes(B1-0). On the other (B1-3) is comparable toxic metal ions, for instance Ni and Fe, from the concrete concrete (B1-0). However, the content on the metal ions leached in the controlsamples containing ash is slightly greater than fromtoxiccontrol concrete samples. The obtained concentrations of Ni and Fe ions, as well as Zn, Pb, Cu, Cr ions, for instance Ni and Fe, from the concrete samples containing ash is slightly larger than and the control concrete samples. T.