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Figure 41 bearing capacity approximation on a pdf control systems by a. The bearing capacity of a shallow foundation can be defined as the maximum value of the load applied, for which no point of the subsoil reaches failure point frolich method or else for which failure extends to a considerable volume of soil prandtl method and successive. Terzaghis bearing capacity method is the earliest method proposed in 1943. Based on terzaghis bearing capacity theory, column load p is resisted by shear stresses at edges of three zones under the footing and the overburden pressure, q.
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