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- W2214891278 abstract "One of the deepest diaphragm wall structures built in soft clay, 62.5m deep below Lowest Astronomical Tide (LAT), is designed to be used in the Port-Said East Harbor. The Quay wall platform having 35 m width and 1200 m long, is supported on series of four barrettes spaced 7m in the longitudinal direction. The four barrettes are connected in the transverse direction by 3x0.8 m top beam. Each barrette is having 3xlm cross-section and extended 60m below sea level. The front barrette is a T-section extended to 34.5m below LAT level, forming a part of the front wall. The designed dredging level in front of the Quay wall is 18m below sea level. The finite element/finite difference program FLAC 3D is used to analyze the soil-structure interaction of the Quay Wall. The soil is modeled as a layered elasto-plastic media The sequence of construction and subsequent loading conditions are simulated. The computed stresses are used in designing the reinforced concrete elements and the deformations are used to establish the structure serviceability limits." @default.
- W2214891278 created "2016-06-24" @default.
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- W2214891278 date "2000-09-07" @default.
- W2214891278 modified "2023-09-27" @default.
- W2214891278 title "Three Dimensional Soil-Structure Analysis OfPort-Said East Quay Wall" @default.
- W2214891278 doi "https://doi.org/10.2495/ports000341" @default.
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