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The considered substrate consists of two various layers of soil a top layer formed of medium or heavy sand accompanied by a layer of smooth clay. The sand level is thought becoming homogenous, whereas the undrained shear strength associated with the soft clay layer is thought becoming spatially adjustable, explained by a lognormal random field. The random industry is discretized according to Vanmarcke's spatial averaging along dissipation areas in the considered failure device. The mechanism util
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