Axial Load Tests of Geosynthetic Reinforced Soil (GRS) Piers Constructed with Florida Limestone Aggregate and Woven Geotextile-Reference-Cited by-同舟云学术

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Axial Load Tests of Geosynthetic Reinforced Soil (GRS) Piers Constructed with Florida Limestone Aggregate and Woven Geotextile

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Matemu Christian H.¹²³,Wasman Scott J.¹²³,Jones Larry¹²³

Affiliation:

1. Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL.

2. Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, Florida State Univ., Tallahassee, FL.

3. Florida Dept. of Transportation, Tallahassee, FL.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.038

Reference7 articles.

1. Adams M. Lillis C. Wu J. and Ketchart K. (2002). “Vegas mini pier experiment and postulate of zero volume change.” Proceedings seventh international conference on geosynthetics 389–394.

2. Mini Pier Experiments: Geosynthetic Reinforcement Spacing and Strength as Related to Performance

3. Evaluation of vertical stress distribution in field monitored GRS-IBS structure;Gebremariam F.;Geosynthetics International,2019

4. Deformations of geosynthetic reinforced soil under bridge service loads

5. Long-Term Behavior of a Geosynthetic Reinforced Soil Integrated Bridge System in Hawaii;Ooi P. S.;Transportation Research Record,2019

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