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- W629382014 abstract "This article describes the conversion of a former U.S. Navy site in Oakland, California, into a maritime container terminal in which a lack of drainage, discovered during excavation, combined with unexpected wet weather, threatened to delay the project. By employing a 200-mm-thick layer of crushed concrete, held in place and strengthened by a geosynthetic cellular confinement system, construction crews were able to build a stable yet flexible subgrade to support construction of the base layer. This approach cut construction costs by reducing the thickness of this reinforcing layer--which lowered excavating and spoil-disposal costs--and by using recycled on-site material as fill. Compared to other alternatives, this approach will help to reduce future maintenance and repair expenses." @default.
- W629382014 created "2016-06-24" @default.
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- W629382014 date "2002-05-01" @default.
- W629382014 modified "2023-09-26" @default.
- W629382014 title "REINFORCING WEAK SUBGRADE WITH CELLULAR CONFINEMENT SYSTEMS" @default.
- W629382014 hasPublicationYear "2002" @default.
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