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Publications by [Meinholz P.]

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<p>A geosynthetic-reinforced soil (GRS) mass is formed by placing closely-spaced layers of polymeric geosynthetic reinforcement in a soil mass during soil placement. The reinforcement in a GRS mass serves primarily to improve engineering properties of soil. ...
Reference: Contractor’s Final Report for NCHRP Project 12-59 (01) Submitted January 2012 NCHRP Web-Only Document 187