COMPARISON AND EXAMINATION ON LIMIT STATE DESIGN METHODS FOR REINFORCED SOIL WALL IN SOME COUNTORIES

Yoshihisa MIYATA; Sei-ichi ONODERA; Masanori ISHIHARA; Naozo FUKUDA; Atsushi NAKANE; Akinori HAZAMA

doi:10.5030/jcigsjournal.19.15

Yoshihisa MIYATA, Sei-ichi ONODERA, Masanori ISHIHARA, Naozo FUKUDA, Atsushi NAKANE, Akinori HAZAMA

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Keywords: Reinforced soil wall, Limit state design, Ultimate limit state, Serviceability limit state, Partial safety factor

JOURNAL FREE ACCESS

2004 Volume 19 Pages 15-20

DOI https://doi.org/10.5030/jcigsjournal.19.15

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Abstract

Authors compared and examined the limits state design methods for reinforced soil wall in British, Hong Kong and Nordic. Additionally, possible problems in switching to limit state design method are discussed. In this paper, contents of each method are introduced and these are compared on the item such as application field, ultimate and serviceability, and partial safety factor. These results will contribute for the development of limit state design method for geosynthetics reinforced soil wall.

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