For this project, PT. Geostatika Utama provided soil investigation supervision and retaining wall and foundation project for the planned CP-1 Crusher System at Merapi Site, Lahat.
We recommend retaining wall design and shallow foundation design with shear key to accomodate the structural and operational load on CP-01 Crusher System. We also recommended maximum height of stocpile to retain the global soil stability. Analysis work performed using PLAXIS 2D and ETABS.
