© 2006 by Taylor & Francis Group, LLC
© 2006 by Taylor & Francis Group, LLC
© 2006 by Taylor & Francis Group, LLC
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Abrasive Blasting and Heavy-Metal Contamination 93<br />
5.4 DEBRIS AS FILLER IN CONCRETE<br />
Solidification of hazardous wastes in portland cement is an established practice [18];<br />
it was first done in a nuclear waste field in the 1950s [4]. Portland cement has several<br />
advantages:<br />
• It is widely available, inexpensive, and of fairly consistent composition<br />
everywhere.<br />
• Its setting and hardening properties have been extensively studied.<br />
• It is naturally alkaline, which is important because the toxic metals are<br />
less soluble at higher pH levels.<br />
• Leaching of waste in cement has been extensively studied.<br />
Portland cement has one major disadvantage: some of the chemicals found in paint<br />
debris have a negative effect on the set and strength development of the cement. Lead,<br />
for example, retards the hydration of portland cement. Aluminum reacts with the<br />
cement to produce hydrogen gas, which lowers the strength and increases permeability<br />
of the cement [4]. Some interesting work has been done, however, in adding chemicals<br />
to the cement to counteract the effects of lead and other toxic metals.<br />
The composition of portland cement implies that, in addition to solidification,<br />
stabilization of at least some toxic metals is taking place.<br />
5.4.1 PROBLEMS THAT CONTAMINATED DEBRIS POSE FOR CONCRETE<br />
Hydration is the reaction of portland cement with water. The most important hydration<br />
reactions are those of the calcium silicates, which react with water to form<br />
calcium silicate hydrate and calcium hydroxide. Calcium silicate hydrate forms a<br />
layer on each cement grain. The amount of water present controls the porosity of<br />
the concrete: less water results in a denser, stronger matrix, which in turn leads to<br />
lower permeability and higher durability and strength [21].<br />
Lead compounds slow the rate of hydration of portland cement; as little as 0.1%<br />
(w/w) lead oxide can delay the setting of cement [22]. Thomas and colleagues [23] have<br />
proposed that lead hydroxide precipitates very rapidly onto the cement grains, forming<br />
a gelatinous coating. This acts as a diffusion barrier to water, slowing — but not stopping<br />
— the rate at which it contacts the cement grains. This model is in agreement with<br />
Lieber’s observations that the lead does not affect the final compressive strength of the<br />
concrete, merely the setting time [22]. Shively and colleagues [24] observed that the<br />
addition of wastes containing arsenic, cadmium, chromium, and lead had a delay before<br />
setting when mixed with portland cement, but the wastes’ presence had no effect on final<br />
compressive strength of the mortar. Leaching of the toxic metals from the cement was<br />
greatly reduced compared with leaching from the original (untreated) waste. The same<br />
results using cadmium, chromium, and lead were seen <strong>by</strong> Bishop [25], who proposed<br />
that cadmium is adsorbed onto the pore walls of the cement matrix, whereas lead and<br />
chromium become insoluble silicates bound into the matrix itself. Many researchers have<br />
found that additives, such as sodium silicate, avoid the delayed-set problem; sodium<br />
silicate is believed to either form low-solubility metal oxide/silicates or possibly<br />
<strong>©</strong> <strong>2006</strong> <strong>by</strong> <strong>Taylor</strong> & <strong>Francis</strong> <strong>Group</strong>, <strong>LLC</strong>