Rock Slope Design Methods

Shear force takes place along either a discrete sliding surface, or within a zone, behind the face. If the shear force (displacing force) is greater than the shear strength of the rock (resisting force) on this surface, then the slope will be unstable.

This section discusses about:

1. summary of design methods;
2. limit equilibrium analysis (deterministic);
3. sensitivity analysis;
4. probabilistic design methods; and
5. load and resistance factor design.

Rock Slope Design Methods

Peraturan Menteri ESDM Nomor 26 Tahun 2018

Keputusan Menteri ESDM Nomor 1827 K 30 MEM 2018 tentang Pedoman Pelaksanaan kaidah Teknik Pertambangan yang Baik