Application of Impact-Echo Method for Rockbolt Length Detection
This study examines the spectral responses resulting from the use of the impact-echo method for rockbolt length detection. A rockbolt is a thin long member that is often used in tunnels or slope protection works to fasten structures and soil/rock mass tightly together. It involves embedding a long steel bolt fully anchored to the original structure to resist strong pulling forces and stabilize the original structure or serve as a connecting member between two materials. Inadequate embedment length or poor grouting can prevent rockbolts from serving the function they were designed for and result in rockbolt failure. This study employed finite element analysis to conduct numerical simulation analyses of the stress wave signals in rockbolts and then used the impact-echo method to measure rockbolt length and grout integrity. Our results indicate that the impact-echo method can be used to determine rockbolt length but requires prior knowledge of whether the rockbolt is grouted. If not, then its detection signals will be similar to those of a bare steel bar. The rockbolt length can then be calculated using the theoretical wave velocity in a steel bar and the fundamental frequency derived from measurements. If the rockbolt is grouted, then the wave velocity in the grout material must be known so that the accurate length of the rockbolt can be derived.
Steps to reproduce
Rockbolts are mostly structures comprising a combination of steel bars and concrete. The velocity at which stress waves travel within rockbolts varies with the geometric shape of the rockbolts, the composition and thickness of the grout layer, and the anchorage percentage. In this study, we performed nondestructive testing on rockbolts using the spectral responses of impact-echo tests. At the same time, we employed finite element software to conduct numerical analysis of the stress wave signals in rockbolts to clarify the spectral responses of stress waves in rockbolts and verify the feasibility of the impact-echo method in rockbolt quality assessment.