Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays-Reference-Cited by-同舟云学术

Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays

Published:2020-04 Issue:4 Volume:146 Page:05020001
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Roodi Gholam H.¹^ORCID,Zornberg Jorge G.²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002206

Reference19 articles.

1. Archer S. and M. H. Wayne. 2012. “Relevancy of material properties in predicting the performance of geogrid-stabilized roadway.” In Proc. Geo-Congress 2012 1320–1329. Reston VA: ASCE.

2. Field and Lab Investigations of Prematurely Cracking Pavements

3. Chen Q. and M. Abu-Farsakh. 2012. “Structural contribution of geogrid reinforcement in pavement.” In Proc. Geo-Congress 2012 1468–1475. Reston VA: ASCE.

4. Christopher B. R. E. Cuelho and S. W. Perkins. 2008. “Development of geogrid junction strength requirement for reinforced roadway base design.” In Proc. GeoAmericas 2008 Conf. 1003–1012. St. Paul MN: Industrial Fabrics Association International.

5. Cuelho E. and S. W. Perkins. 2005. “Resilient interface shear modulus from short strip cyclic pullout tests.” In Proc. Geofrontiers 2005. Reston VA: ASCE.

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