Bearing capacity of footing near slope stabilised using soil
Project description:- (Master thesis) The model explained in Fig. has been created to illustrate the geometry of the slope soil and foundation details used in the present study. This model has a height of slope (H) and an angle of inclination slope soil to the horizontal (β). The shallow footing with a width (B) and located at a distance (e) from the edge. The study will focus on comparing three angles of 30°,40°, and 50° with a height of slope is 5m.and different footing distance from the slope edge is 0,1,2 and 3m. The load applied (KN) to the footing is translated to a pressure q (KN/m2) at the base of the footing. The model comprises of sandy soil with parameters like unit weight (γ), cohesion (c), angle of internal friction (φ) and relative density (Dr). Client:- Freelancer from Westminster, Australia. Budget:- 1600 $ AUD Time:- 4 months
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