Ground-borne vibrations are increasing at a rapid rate due to the rise in urban expansion and industrial activities. The current solution to mitigate the unwanted vibrations is limited to the use of single trenches that require unrealistic depths. To evaluate the nonlinearity of soil-foundation systems under coupled translational and rotational vibrations, the experimental resonant displacement amplitudes and frequencies are compared with established theoretical models. The unique advantage of geocell is, it offers all round confinement to the infill soil and enhance the stiffness and strength properties (Koerner 2012; Oliaei and Kouzegaran 2017). Also, the confinement effect of geocell on the shear strength behavior of soil was highlighted through triaxial studies (Bathurst By consolidating fragmented findings and identifying consistent trends, unresolved challenges, and research gaps, this paper provides practical design insights and future research directions for developing efficient, sustainable, and frequency-targeted vibration mitigation systems. The study investigates how vibration modes affect machine foundation responses on sandy soil. A total of 9 cases were tested using a rectangular footing (L/B = 1.33) with a 0.5 ton load. osh (2016) discovered anomalous harmonic and periodic vibrations in soil be-neath machine foundations. Because the foundation is exceptionally robust during such shocks, the soil's behavior is complex and unique from the well-known observed be-haviour. 62 In the former case, they are built enclosing the source of vibration, like vibrating machines, is built near to the objects to be shielded, like 64 from vibrations of nearby rail and. Machine foundations are subjected to repeated abnormal and complex loads due to machine vibrations. The response of such foundations should be examined by considering the effects of small strain stiffness, stiffness degradation, and repeated loads. Rotating or pulsing machines are often placed on concrete foundations supported by soil. The machines cause vibrations in the building and in the surrounding soil. This paper provides information, formulas and calculation examples to predict these vibrations. M. V. S. Sreedhar et.al (2016) conducted a study on reinforced soil bed beneath a model machine foundation showed that geosynthetics can alter resonant frequency and decrease peak amplitude, essential for designing machine foundations.