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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.
国際ジオシンセティックス学会日本支部の論文