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Publications by [Wu J.]

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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
This manual outlines the state-of-the-art and recommended practice for designing and constructing Geosynthetic Reinforced Soil (GRS) technology for the application of the Integrated Bridge System (IBS). The procedures presented in this manual are based on ...
Reference: Federal Highway Administration, FHWA-HRT-11-026, 2011