BEARING CAPACITY OF AN ECCENTRICALLY AND OBLIQUELY LOADED STRIP FOUNDATION ON A WEIGHTLESS COHESIVE BED

摘要

Exact solutions are given for the problem of the bearing capacity of the weightless cohesive bed of a strip foundation for two cases: one- and two-sided overflow. The effect of the incline and eccentricity of the load is analyzed, and assumptions relating to consideration of these factors are formulated on the basis of these solutions.