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Maracaibo bridge

O. de Rincon, Statistical analysis of the diffusion coefficients measured in the piles of Maracaibo s bridge ,... [Pg.107]

The application of rigorous geodetic procedures in extended engineering projects started in Venezuela in the late 1950s with the Guri Dam and the Maracaibo Lake Bridge projects. [Pg.227]

Maracaibo Lake Bridge is 9 km long, situated in the southern part of Maracaibo city and spans Maracaibo Lake at one of its narrowest parts. The maximum height of the bridge table is 50 m above lake level. The bridge is a prestressed concrete structure the beams of 46.6-m length were prefabricated on shore and later incorporated in the construction process. A total of 544 beams were constructed. For the foundations prestressed cylinder piles were sunk to a maximum depth of 60 m. The bridge has 137 piers with spans of 235, 85, 46.6, and 36.6 m. [Pg.243]

See other pages where Maracaibo bridge is mentioned: [Pg.227]    [Pg.229]    [Pg.209]    [Pg.172]    [Pg.227]    [Pg.229]    [Pg.209]    [Pg.172]    [Pg.228]    [Pg.243]    [Pg.173]   
See also in sourсe #XX -- [ Pg.172 , Pg.172 ]



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