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What is Upper-Bound Solutions for Foundation Capacity about?

This document discusses upper-bound solutions for calculating the static and seismic bearing capacity of shallow strip foundations. Two failure mechanisms, M1 and M2, are considered using the upper-bound theorem of limit analysis. Mechanism M1 is symmetrical and used to calculate static bearing capacity. Mechanism M2 is nonsymmetrical and used to calculate seismic bearing capacity.

Author

Arjun Vinod

Language

EN