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- W1567394015 abstract "The construction and design is described of a 6.2 meter high bridge approach embankment over weak marsh deposits in Mobile, Alabama. The construction was made possible through the use of a variety of geosynthetics, resulting in an estimated savings of $600,000. The success of the project demonstrates the economic advantages of using multilayer reinforcing provided by geogrids. For a given cross section, the primary reinforcing is placed only where needed and the required anchoring length is optimized by placement of the grid in select material. The integrity of the reinforcement is not threatened by the installation of wick drains. Details of the site conditions are summarized. The design specified wick drians to accelerate the consolidation process. Wick drains coupled with a surcharge would eliminate post-construction settlements and negative skin friction on the abutment piling. Stage construction was used to avoid a deep seated shear failure. It was found that horizontal reinforcement would be required to achieve desired factors of safety during the interim period of consolidation. Six layers of geogrid were specified to achieve the minimum factor of safety at the bridge abutment." @default.
- W1567394015 created "2016-06-24" @default.
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- W1567394015 date "1988-05-06" @default.
- W1567394015 modified "2023-09-27" @default.
- W1567394015 title "DIFFICULT SOIL PROBLEMS ON COCHRANE BRIDGE HANDLED WITH GEOSYNTHETICS" @default.
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