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 Sheet pile retaining walls are usually used in soft soils and tight

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jancancook




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Join date : 2011-01-02

Sheet pile retaining walls are usually used in soft soils and tight  Empty
PostSubject: Sheet pile retaining walls are usually used in soft soils and tight    Sheet pile retaining walls are usually used in soft soils and tight  Icon_minitimeSun Mar 27, 2011 5:26 pm

Sheet pile retaining walls are usually used in soft soils and tight spaces. Sheet pile walls are made out of steel, vinyl or wood planks which are driven into the ground. For a quick estimate the material is usually driven 1/3 above ground, 2/3 below ground, but this may be altered depending on the environment. Taller sheet pile walls will need a tie-back anchor, or "dead-man" placed in the soil a distance behind the face of the wall, that is tied to the wall, usually by a cable or a rod. Anchors are placed behind the potential failure plane in the soil.

An anchored retaining wall can be constructed in any of the aforementioned styles but also includes additional strength using cables or other stays anchored in the rock or soil behind it. Usually driven into the material with boring, anchors are then expanded at the end of the cable, either by mechanical means or often by injecting pressurized concrete, which expands to form a bulb in the soil. Technically complex, this method is very useful where high loads are expected, or where the wall itself has to be slender and would otherwise be too weak.

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