Soil nailing contractor Aarsleff Ground Engineering design and install several types of retaining structures. Soil Nailing is a technique which is used for retaining walls and other projects, as a way of reinforcing the soil. Soil nailing can be used as a solution for both permanent and temporary retaining walls. As part of soil nailing, the slope or wall which is required to be stabilised first needs to be predrilled. Long steel rods are then put in place and grouted in firmly to hold the soil in place. If the soil contains corrosive elements, then the steel rods need to be coated in anti-corrosives to protect them. To give the soil optimum stability, a covering later fixes the rods in place.
Soil nailing evolved from the New Austrian Tunnelling method which is a system for underground excavations in rock. This method consists of passive steel reinforcement in the rock followed by the application of reinforced shotcrete. This concept of combining passive steel reinforcement and shotcrete has also been applied to the stabilisation of rock slopes since the early 1960s.
The first application of soil nailing was implemented in 1972 for a railroad widening project near Versailles, France. Soil nails were used to stabilise an 18 meter (59 ft) high slope consisting of sandy soil. This method proved to be more cost-effective, while at the same time cutting down the construction time when compared to other conventional support methods. The United States first used soil nailing in 1976 for the support of a 13.7m deep foundation excavation in dense silty sands. Soil nailing was implemented in the expansion of The Good Samaritan Hospital in Portland, Oregon. This retaining system was produced in approximately half the time at about 85% of the cost of conventional retaining systems.
Steel bar, head nail of the installed Soil Nail
After the soil nailing has been completed, shotcrete is commonly used to secure the reinforcing rods. There are also other options used, such as creating a green or living wall. The type of retaining wall used depends on the environment of the construction.
Structural steel mesh cladded with a facing mesh and filled with a graded hardwearing local stone
An excavation is started to expose a soil face – typically in a top down manner. Excavation is done to a depth for which the face of the excavation is able to remain unsupported for some time
Small diameter holes (typically 100-300mm) are drilling along the facing in a predetermined sequence to specific length and inclination, most commonly in horizontal spacing of 1-2m between each nail
Steel bars are then inserted in the predrilled holes and filled with clean cement grout (the migration of water towards excavation should be prevented)
A temporary shotcrete facing is applied, typically of 75-100mm thick. This will protect the excavated face and fill cracks and voids in the face too
The shotcrete can even be textured to resemble to local geology
The next level is excavated and steps 1-4 are repeated
A permanent wall facing is applied, typically of 150-300mm thick. It is applied in layers
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