Performance of Geocell-Reinforced RAP Bases over Weak Subgrade under Full-Scale Moving Wheel Loads

Author:

Han Jie12345,Pokharel Sanat K.12345,Yang Xiaoming12345,Manandhar Chandra12345,Leshchinsky Dov12345,Halahmi Izhar12345,Parsons Robert L.12345

Affiliation:

1. Professor, Civil, Environmental, and Architectural Engineering Dept., The Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609 (corresponding author).

2. Technical Manager, Paradox Access Solutions, Inc., St. Albert, AB, Canada; formerly, Postdoctoral Researcher, Civil, Environmental, and Architectural Engineering Dept., The University of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609.

3. Research Associate, Louisiana Transportation Research Center; formerly, Graduate Research Assistant, Civil, Environmental, and Architectural Engineering Dept., The Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609.

4. Sr. Environmental Engineer, Navajo Nation Environmental Protection Agency, Window Rock, AZ 86515; formerly, Postdoctoral Research Associate, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS.

5. Professor, Dept. of Civil and Environmental Engineering, The Univ. of Delaware, Newark, DE 19719.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Asphalt Pavement Alliance (APA). (2010). “Asphalt pavements are America’s most recycled product.” 〈http://www.asphaltroads.org/why-asphalt/recycling-and-energy.html〉 (Jun. 1 2010).

2. Performance of different geosynthetic reinforcement materials in sand foundations

3. Federal Highway Administration (FWHA). (2010). 〈http://www.fhwa.dot.gov/pavement/recycling/rap/index.cfm〉 (Jun. 1 2010).

4. Design Method for Geogrid-Reinforced Unpaved Roads. I. Development of Design Method

5. Design Method for Geogrid-Reinforced Unpaved Roads. II. Calibration and Applications

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