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- W271119162 abstract "One of the main economic advantages of utilizing segmental retaining walls (SRWs) is the ability to use on-site soils as reinforced fill. Numerous cases have been published in which on-site soils have been incorporated successfully in geogrid-reinforced SRW design and construction. At the same time, there are several reported cases in which the use of on-site soils contributed to a SRW's failure. Based on past experiences, there are several points that should be considered when evaluating use of on-site soils as reinforced backfill: permeability, drainage design details, project-specific economics, construction quality control, and soil shear strength, gradation, and plasticity. The article addresses each of these issues and determines which soils are suitable for consideration in SRW design and construction. Although the use of less free-draining soils is recommended, it is concluded that the final soil selection must be left to the individual designer and is a project-specific decision." @default.
- W271119162 created "2016-06-24" @default.
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- W271119162 date "1998-04-01" @default.
- W271119162 modified "2023-09-22" @default.
- W271119162 title "ON-SITE SOIL USAGE WITH GEOGRID-REINFORCED SRWS" @default.
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