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We Energies Coal Combustion Products ... - The White House

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4<br />

DEPTH OF WEAR, mm @ 60 Minutes<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

1<br />

0.5<br />

0<br />

28 Day<br />

91 Day<br />

0 15 30 40 50 70<br />

CEMENT REPLACEMENT, Percent<br />

Figure 4–8: Abrasion Resistance vs. Cement Replacement with Class C Fly Ash<br />

DEPTH OF WEAR, mm @ 60 minutes<br />

4<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

0% Fly Ash<br />

15% Fly Ash<br />

30% Fly Ash<br />

40% Fly Ash<br />

50% Fly Ash<br />

70% Fly Ash<br />

1<br />

0 1000 2000 3000 4000 5000 6000 7000 8000 9000<br />

COMPRESSIVE STRENGTH, psi<br />

Figure 4–9: Abrasion Resistance vs. Compressive Strength of Concretes Containing Different<br />

Percentages of Fly Ash<br />

Chloride Ion Permeability of High Strength<br />

<strong>We</strong> <strong>Energies</strong> Fly Ash Concrete Containing<br />

Low Cement Factor<br />

Permeability of concrete is a very important factor affecting its durability. A<br />

decrease in permeability of concrete increases the resistance to the ingress of<br />

aggressive agents, which in turn, would lead to improved concrete durability.<br />

<strong>The</strong> following discussion is based on a study conducted at the Center for By-<br />

<strong>Products</strong> Utilization at the University of Wisconsin in Milwaukee for <strong>We</strong><br />

<strong>Energies</strong>. Several concrete mixes were designed with and without fly ash. <strong>The</strong><br />

77 <strong>We</strong> <strong>Energies</strong><br />

<strong>Coal</strong> <strong>Combustion</strong> <strong>Products</strong><br />

Utilization Handbook

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