The paper concerns the evaluation of stability conditions of a landslide which occurred behind a marl and limestone quarry located in the Euganean Hills, Northeastern Italy. The limit equilibrium conditions of the landslide is evaluated. Then, an analysis of the displacements induced by the excavation together with their backward-propagation effect on slope movements is performed using the finite element method. The influence of some recent drainage works on the overall stability is also briefly discussed

Displacements of a slope in the Euganean Hills induced by quarrying

COLA, SIMONETTA;SIMONINI, PAOLO
1999

Abstract

The paper concerns the evaluation of stability conditions of a landslide which occurred behind a marl and limestone quarry located in the Euganean Hills, Northeastern Italy. The limit equilibrium conditions of the landslide is evaluated. Then, an analysis of the displacements induced by the excavation together with their backward-propagation effect on slope movements is performed using the finite element method. The influence of some recent drainage works on the overall stability is also briefly discussed
1999
IS-SHIKOKU '99
, Int. Sym. On Slope Stability Engineering
9058090795
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/2454146
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