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This paper presents an analysis of the bearing capacity and settlement of a strip footing using a non-linear constitutive law for saturated clay. The study provides a direct method for obtaining pressure-settlement characteristics without the need for interpolation, highlighting the effects of various parameters including footing width and hyperbolic constants. Key conclusions indicate that the pressure-settlement characteristics improve with increased values of the constitutive law parameters, and the bear

Author

Tinku Biswas

Language

EN