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The document provides calculations of the safe bearing capacity for an isolated footing with dimensions of 3m x 3m x varying depths, based on standard penetration test (SPT) N-values. It presents the bearing capacity according to Meyerhof, Hansen, and Vesic methods for factors of safety of 2.5. The safe bearing capacities range from 2.78 to 7.43 MPa. It notes that the allowable bearing capacity depends on the settlement criteria and recommends estimating settlement to re-evaluate capacity, as well as mitiga

Author
ayat
Language
EN

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