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Retaining Systems for Deep Excavations

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Deep Excavations
Retaining Systems
- Soldier Pile & Lagging Walls
- Sheet Pile Walls
- Secant Pile Walls
- Soil Mix Walls
- Diaphragm Walls
Support Systems
- Tiebacks/Rock Anchors
- Cross-lot/Internal Bracing
- Top/Down Construction
Earth Pressures
- At-rest earth pressures
- Active earth pressures
- Passive earth pressures
- Apparent earth pressures

Retaining Systems for Deep Excavations

The term "Retaining System" for a deep excavation refers to the structural system that retains soil and water and prevents it from collapsing into the open cut. Many types of retaining systems exist. The selection of the proper retaining system depends on a wide range of factory such as: Economical, soil conditions, protection of adjacent structures, ease of construction, environmental issues and more. Typical retaining systems include soldier pile and lagging, sheet piling, secant pile or tangent pile walls, soil mix walls, and diaphragm walls (also known as slurry walls in the U.S.).

 

 

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