ABSTRACT
The mining industry, being one of the most resource-intensive sectors, operates under challenging and dynamic conditions. Breakdowns in such environments can lead to significant economic losses, necessitating rapid and durable construction solutions. Traditional retaining structures often fall short in providing the necessary resilience and adaptability in these settings, necessitating innovative solutions. Geosynthetic Reinforced Soil (GRS) walls have emerged as a versatile and effective alternative to conventional retaining systems, owing to their adaptability, cost-effectiveness, and sustainability. This case study explores and describes the factors involved in the construction of a ramp wall with a maximum height of 8.2 meters at a crusher plant within a limited time frame to avoid disrupting productivity. A reinforced soil (RS) wall with geocell fascia was selected as the most suitable solution. Detailed discussions on design and stability analysis are provided in the paper.
