Tieback wall systems derive their support from the soil at the excavation base and tiebacks near the top of the wall. This type of shoring system has been successfully used for walls up to 35′ in height. High strength rods are typically installed into a drilled hole then grouted. The capacity of the tieback is Read more »
Case Study - C & J Geotechnical Services Ltd, Soil Nailing
ECP Soil Nails
Resources - Malcolm Drilling
Soil Nails
Origins and History of Use and Development of Soil Nails in the
ECP Soil Nails
PDF) construction processes
ECP Soil Nails
PDF) Handbook+of+Geotechnical+Investigation¯¯Design Tables