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- W588177372 abstract "This article describes 2 cases where slurry injection (SI) anchorages have been used. The first case is a 81 m footbridge over the Pergamino Stream. The foundation is in sedimentary soil (mud and clay). The bridge is of a 2 cantilever design, each, each of 22.5 m and has a central isostatic span supported on the ends of each cantilever. The end cantilever spans, articulated into a pile header and stabilized by means of active soil traction anchorages on a die concreted in situ. The second case is a 202.42 bridge over the El Soberbio stream. This bridge has 7 isostatic spans. Two of these are 28.71 m long and 5 are 29 m long. Each span is made up of 4 I prestressed beams, the upper flange shaping the floor and structurally bonded by the transverse beams. The foundation is of rocky soil, and the bridge piles and abutments are bonded to the solid rock by concrete. The design and construction of the slurry injection anchorages in both cases are described in some detail, including the provision of detailed diagrams. The French title of this paper is: L'application des ancrages du type SI aux sols tractiones. (TRRL)" @default.
- W588177372 created "2016-06-24" @default.
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- W588177372 date "1990-01-01" @default.
- W588177372 modified "2023-09-23" @default.
- W588177372 title "APPLICATION OF SI ANCHORAGE OF SOIL TRACTION . PROCEEDINGS OF THE FIFTH INTERNATIONAL CONGRESS. INTERNATIONAL ASSOCIATION OF ENGINEERING GEOLOGY, 20-25 OCTOBER 1986" @default.
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