Permeable pavements: Climate

From LID SWM Planning and Design Guide
Revision as of 23:35, 13 November 2017 by Jenny Hill (talk | contribs)
Jump to navigation Jump to search

Concerns over the resistance to the freeze-thaw cycle have limited the use of pervious concrete in cold weather environments.[1] The rate of freezing in most applications is dictated by the local climate. Entrained air may help protect the paste like in normal concrete.[2] The addition of a small amount of fine aggregate to the mixture increases the durability of the pervious concrete.[3] Avoiding saturation during the freeze cycle is the key to the longevity of the concrete.[4] Related, having a well prepared 8 to 24 inch (200 to 600 mm) sub-base and drainage will reduce the possibility of freeze-thaw damage.[4]

  1. Vernon R. Schaefer, Keijin Wang, Muhammad T. Suleiman, John T. Kevern, Mix Design Development for Pervious Concrete in Cold Weather Climates, , Iowa State University, Ames, IA, 2006 National Concrete Pavement Technology Center. Report No. 2006-01.mix_design_pervious.pdf
  2. Cite error: Invalid <ref> tag; no text was provided for refs named Entrained Air
  3. Template:Cite journalTemplate:Full citation needed
  4. 4.0 4.1 Template:Cite web