Location

New York, New York

Date

16 Apr 2004, 8:00am - 9:30am

Abstract

In this paper, the design geogrid/geotextile reinforced retaining walls are summarized. Design of geosynthetics reinforced walls includes internal and external stability analyses. Seismic analyses also considered for design of geosynthetics reinforced walls. Many designers do not have all of the tools required to complete all of the components of the stability analysis for site conditions. Most current geosynthetics reinforced soil retaining wall design software products do not address all of the components of the stability analysis. This paper is directed towards researchers, practitioners, and regulators, and gives guidance for future research and development of codes for reinforced soil walls.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

5th Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 2004 University of Missouri--Rolla, All rights reserved.

Creative Commons Licensing

Creative Commons License
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Apr 13th, 12:00 AM Apr 17th, 12:00 AM

Seismic Design of Geosynthetic Reinforced Soil Walls

New York, New York

In this paper, the design geogrid/geotextile reinforced retaining walls are summarized. Design of geosynthetics reinforced walls includes internal and external stability analyses. Seismic analyses also considered for design of geosynthetics reinforced walls. Many designers do not have all of the tools required to complete all of the components of the stability analysis for site conditions. Most current geosynthetics reinforced soil retaining wall design software products do not address all of the components of the stability analysis. This paper is directed towards researchers, practitioners, and regulators, and gives guidance for future research and development of codes for reinforced soil walls.