Characterization of the Long-Term Tensile Stiffness of Geogrids at the Serviceability Limit of Strain-Reference-Cited by-同舟云学术

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Characterization of the Long-Term Tensile Stiffness of Geogrids at the Serviceability Limit of Strain

Published:2024-02-22 Issue: Volume:145 Page:378-386
ISSN:
Container-title:Geo-Congress 2024
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Author:

McGuire Michael P.¹²³⁴,Bearce Evaline¹²³⁴,Hummel Elise G.¹²³⁴,Spencer Laura¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Lafayette College, Easton, PA.

2. Dept. of Civil and Environmental Engineering, Lafayette College, Easton, PA.

3. Graduate Student, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA.

4. Solmax, Pendergrass, GA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485323.038

Reference5 articles.

1. Settlement and Vertical Load Transfer in Column-Supported Embankments;Filz G. M.;Journal of Geotechnical and Geoenvironmental Engineering,2019

2. Investigation of the Isochrone Concept for Predicting Relaxation of Geogrids

3. Koerner, R. M., G. Koerner, and Y. Hsuan. (2014). Creep Tension Testing of Geosynthetics. Geosynthetic Institute, Folsom, PA.

4. Influence of Creep and Stress-Relaxation of Geosynthetic Reinforcement on Embankment Behaviour

5. Watts, G. R. A., K. C. Brady, and M. J. Greene. (1998). The creep of geosynthetics. Transport Research Laboratory, Berkshire, U.K.

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