This document presents an experimental and analytical study comparing the strength of masonry panels strengthened with geotextile strips in different patterns. Masonry walls are vulnerable to seismic loads due to their high mass and lack of ductility. Geotextiles have been used to strengthen masonry panels and improve their seismic performance. Experimental testing was conducted on masonry panels with and without geotextile strengthening under diagonal compression. Analytical models were also developed using finite element software to simulate the panel behavior and compare results. The study aims to evaluate the in-plane strength improvement of masonry panels strengthened with locally available geotextiles in different geometric patterns.