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Originally Posted by Robert Pence
How does the freeze-thaw cycle in northern climates affect it? Can it impound water under certain conditions and then spall and crack when temperatures drop below freezing?
Also I'm curious about the effects of heavy salt use on sidewalks and parking lots; sealer can mitigate salt's erosive effect on conventional concrete surfaces, but what's to prevent its incursion deep beneath the surface of pervious concrete, were it could compromise structural integrity.
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Freeze-thaw cycles can affect heavily saturated pervious concrete, since the water remains essentially stuck inside the concrete until it drains away. Saturated conditions can occur if the pores are clogged with debris - the trick, apparently, is to flush out and/or vacuum the debris every now and then in order to prevent it from accumulating.
As for salt - if it dissolves, it will probably drain away with the other water and not stay confined within the concrete. Salt damages when it stays confined in one spot, which shouldn't happen in pervious concrete. Sealers are required for normal concrete surfaces because all concrete has small pores within, usually irregularly spaced and partially isolated from one another. These pores allow for the salt water to be confined within, allowing enough time for the salt to corrode the concrete.
In addition, there should be a reduction of salt usage, anyway. When the snow melts, it will simply flow through the porous concrete instead of pooling on the surface and forming ice.
One important design consideration is the sub-base soils underlying pervious concrete - it needs to be pervious as well. Pervious concrete works best with gravels and larger-grained soil layers. On the other hand, they work poorly with impermeable soils that have high clay and silt contents, since the water simply becomes confined on top of the impermeable sub-base soil.