Closure to 'Minimum Foundation Mass for Vibration Control' by A. J. Anyaegbunam.

The article presents response on the comment regarding the study on the minimum foundation mass for vibration control. It agrees with the discusser's findings that the dynamics of embedded foundations on layered soil cannot be studied through the simple design method proposed by the authors. It also recognizes the clearness of the author's method, which is based on the analog models of force vibration of a rigid disk.