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

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1800<br />

COMPRESSIVE STRENGTH, psi<br />

1600<br />

1400<br />

1200<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

F-1<br />

F-2<br />

F-3<br />

F-4<br />

F-5<br />

F-6<br />

*<br />

0<br />

400 450 500 550 600 650 700 750 800<br />

CEMENT PLUS FLY ASH CONTENT, lbs<br />

Figure 5-5: CLSM 28-Day Compressive Strength vs. Total Cementitious Material<br />

COMPRESSIVE STRENGTH, psi<br />

1800<br />

1600<br />

1400<br />

1200<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

* CLSM Strength<br />

Limit per ACI 229<br />

F-1<br />

F-2<br />

F-3<br />

F-4<br />

F-5<br />

F-6<br />

*<br />

0<br />

0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8<br />

W A TER TO TO TA L C EM EN TITIO U S M A TER IA L R A TIO , %<br />

Figure 5-6: CLSM 28-Day Compressive Strength vs. Water to Cementitious Material Ratio<br />

<strong>The</strong> following conclusions were made from this research (38).<br />

1. <strong>The</strong> compressive strength decreased as water to cementitious material<br />

ratio increased.<br />

2. All mixtures showed good flowability and workability.<br />

3. Shrinkage was minimal.<br />

4. <strong>The</strong> mixture designs developed performed well and can be used as a basis<br />

for selecting mixture proportions for CLSMs or low-strength concrete<br />

with high slump for non-structural applications, using the same materials.<br />

5. All of these mixtures will not be easily excavatable.<br />

137 <strong>We</strong> <strong>Energies</strong><br />

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

Utilization Handbook

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