• Adarsh B Alagur
• Mr. Naveen Kumar H S
• Dr. Chetan gowda R K

The primary goal of this paper is to contribute to a quantification of the impact of soil structure on the seismic response of the retaining walls with different heights, taking into account four different subsoil conditions and varying stem heights such as 4m, 5m, 6m, 7m, 8m using the finite element program SAP 2000, seismic analysis of the backfill cantilever wall soil/foundation interaction system was constructed, taking into consideration load combinations such as dead load, and live load, along with the soil pressure and surcharge load. The result shows the comparative study on stability, overturning, and sliding. Based on the comparative study the size optimization is done by observing the parameters such as bending moment and deflection in the stem wall and base of the footing slab. The maximal lateral displacement is the desired result. Finally, the retaining wall is provided with the response spectrum inputs for the three different types of soil (soft, medium, soft rock, and hard rock).

Soil Structure interaction, Retaining wall, Dynamic Analysis, SAP 2000 V24

"Comparative Analysis of the retaining wall with soil structure interaction for different heights and soil conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 10, page no.f19-f25, October-2023, Available :http://www.jetir.org/papers/JETIR2310403.pdf

"Comparative Analysis of the retaining wall with soil structure interaction for different heights and soil conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 10, page no. ppf19-f25, October-2023, Available at : http://www.jetir.org/papers/JETIR2310403.pdf