This document discusses the bearing capacity of bedrock and soil deposits on slopes. It provides definitions of key terms like ultimate and allowable bearing capacity. It describes various methods for calculating bearing capacity, including equations that account for factors like rock mass quality, joint spacing, slope angle, and soil type. Failure modes like general shear, local shear, and punching shear are also outlined. The document notes how soil deposits form on slopes and factors affecting the stability of soils on steep slopes, both natural and human-related.