This code provides guidelines for the design of soil nailed earth retaining structures, used for slope stabilization and deep excavations. It covers site investigation, materials, design principles for stability analysis (internal and external), and durability aspects. The design approach is based on limit equilibrium methods, ensuring safety against various failure modes like sliding, pullout, and tensile failure.
Provides guidelines for the design aspects of soil nailing systems for stabilization of slopes and excavations.
Quick Reference Values
Minimum 28-day grout cube strength25 MPa
Maximum water-cement ratio for grout0.5
Drill hole inclination tolerance1 in 75 of specified angle
Drill hole position tolerance at face150 mm
Proof test load for production nails1.25 times design working load
Sacrificial test nail load2.0 times design working load
Key Formulas
Pn = fs * π * D * Le — Nail Pullout Resistance Capacity
Practical Notes
Careful top-down staged excavation is critical; never excavate below the next nail level before installing and testing the current level.
Hole flushing with water or air is essential before grouting to remove debris and ensure a proper bond between the ground and the grout.
For sacrificial test nails, testing to 2.0 times the working load helps verify the ultimate bond resistance assumed in the design.