IS 14458 Part 2

: 1998

Code of Practice for Soil Nailing - Guidelines for Construction and Quality Control

CurrentSpecializedCode of PracticeBIMGeotechnical · Geosynthetics and Ground Improvement
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This code provides guidelines for the construction, quality control, and testing of soil-nailed structures. It covers the entire construction sequence from excavation and drilling to nail installation, grouting, and facing construction, ensuring the stability and performance of the ground improvement system.

Provides guidelines for the construction and quality control procedures for soil nailing systems.

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
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.