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This document provides an example of using GeoStudio to analyze the stability of Mechanically Stabilized Earth (MSE) walls reinforced with geosynthetics. It discusses the methods for determining pull-out resistance and tensile capacity, and presents results from three analyses that vary the assumptions about reinforcement load dependence on factor of safety and overburden pressure. The findings highlight the importance of accurately defining reinforcement characteristics and collaborating with suppliers for

Author

Trung Kien Nguyen

Language

EN