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GL2255-
2004, Stefano Utili, PhD thesis, Politecnico di Milano, Structural engineering department

Abstract:

This thesis has investigated the progressive retreat undergone by natural slopes made by soft rocks and/or hard soils subject to weathering. The continuous degradation of the slope mechanical properties over time causes the occurrence of a sequence of landslides which leads to a step-like retrogression of the slope forefront. A reasonable estimate of crest retreat rates is of paramount importance to evaluate the design life of buildings, roads, railways, nuclear waste deposits and any manufact located nearby cliffs subject to weathering. Two methods have been used to build the model: an analytical one, based on the limit analysis upper bound method and a numerical one, based on the distinct element method (PFC2D). Although the two methods rest on very different conceptual backgrounds, the obtained predictions showed to be in good agreement. Once soil cohesion and friction (c, phi) and a weathering law over time are assigned, the model is able to predict the future evolution of cliffs subject to weathering in terms of both slope geometry and crest retreat - time. Tables of results have also been produced to give a simple and practical design tool to geotechnical engineers and geologists.



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