Up until now the structural soundness of retaining walls was mainly assessed through visual inspection, and there was no method for quantitative assessment. Furthermore structural soundness depends on certain changes in the backfill soil such as soil loosening and cavities, which cannot be detected through visual inspection.
Site tests and model experiment results are used to derive a Fourier amplitude spectrum, up to a fixed frequency (40Hz), from the response wave acceleration wave form obtained by vibrating the retaining wall. This is then used to calculate the area under the Fourier amplitude spectrum distribution curve. The relationship between distribution curve surface areas was then used to establish the method for determining the structural soundness of the retaining walls (fig 1). In order to make this method more practical, a small vibration exciter was developed which could generate constant vibrations of between 3- 200 Hz (fig 2).
Tests on a number of actual retaining walls demonstrated that this method produced assessment results which were generally consistent with visual inspections (fig 3) and was able to detect crevices and other alterations to the backfill soil which were not detectable by sight.