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In this study, several effective parameters and geometrical features were considered to present the design charts and the reduction coefficients tables to obtain the bearing capacity of a strip footing placed near a  c-ϕ  excavation under static and seismic conditions by using Finite Element Limit Analysis (FELA). The effects of setback distance to footing width ratio ( L / B ), cohesion ( c ), soil friction angle ( ϕ ), pseudo-static horizontal earthquake coefficient ( k h), and the height of the excavation to the footing width ratio ( H / B ) on the bearing capacity and failure mechanism were studied. Also, a design procedure and example of its application were presented to obtain the static and seismic bearing capacities of the strip footing placed near the  c-ϕ  excavation based on the design charts and the reduction coefficients tables.

Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil