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- W598465143 abstract "This case history describes the construction of a rail cutting to straighten a section of the Zurich Regional Railway in Switzerland. The cutting was up to 12m deep, with a slope of 30 to 40 degrees. Because of the loamy, gravelly subgrade with an angle of friction of about 35 degrees, a retaining structure was needed. The project was also required to minimise disturbance to the scenic natural surroundings. The following construction techniques were used: (1) injection nailing, to form a soil mass with a permanently stressed reinforcement system; (2) a slim frontal facing construction of geotextile-reinforced soil, using the Textomur system, which can be completely grassed and planted with shrubs and small bushes, and blends with the surrounding scenery. The reinforcement length depends on: (1) construction height; (2) quality of foundation and fill materials; (3) overall stability of the slope; (4) angles of slope above and below the construction. The ratio of reinforcement length to wall height is about 25% to 30% for facing walls, and about 60% to 100% for normal geotextile-reinforced retaining walls. For the covering abstract see IRRD 865821." @default.
- W598465143 created "2016-06-24" @default.
- W598465143 creator A5038786206 @default.
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- W598465143 date "1993-01-01" @default.
- W598465143 modified "2023-09-24" @default.
- W598465143 title "GEOTEXTILE REINFORCED SOIL FACING FOR NAILED SLOPE, ZURICH, SWITZERLAND" @default.
- W598465143 hasPublicationYear "1993" @default.
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