Retaining wall construction including precast elements

Hydraulic and earth engineering – Earth treatment or control – Shoring – bracing – or cave-in prevention

Reexamination Certificate

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Details

C405S284000, C405S262000

Reexamination Certificate

active

07044687

ABSTRACT:
A precast concrete retaining wall construction element for retaining a soil mass in a railway installation or the like includes an upstanding solid face panel having the shape of a hexahedron where a rectangular front wall and an integral stem. The front wall defines an area of between about 18.75 and 75 square feet and wherein the ratio of the width of the face panel to its height is between about 0.75 to about 3.0. A reinforced element including an upward extension, an improved shear key and stacked arrangement are also disclosed.

REFERENCES:
patent: 3877236 (1975-04-01), O'Neill et al.
patent: 4619560 (1986-10-01), Crinnion et al.
patent: 4655646 (1987-04-01), Babcock et al.
patent: 4684294 (1987-08-01), O'Neill
patent: 4884921 (1989-12-01), Smith
patent: 5131791 (1992-07-01), Kitziller
patent: 5163261 (1992-11-01), O'Neill
patent: 5528873 (1996-06-01), Correia et al.
patent: 6539684 (2003-04-01), Graham

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