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Methodology to evaluate rock slope stability under seismic conditions at Sol`a de Santa Coloma, Andorra

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Figure

Fig. 1. Methodology for the evaluation of earthquake-induced rockfalls.
Fig. 2. Calculation of the PGA on the slope face PGAsf .
Fig. 4. Schmidt stereogram of the principal joint sets at the studyarea (after Comella, 2003).
Fig. 5. 5(c)  Figure 5. The Principality of Andorra (5a), Solá de Santa Coloma (5b) and location of the  The Principality of Andorra (a), Sol`a de Santa Coloma (b)and location of the Borrassica and Forat Negre sites within the Sol`ade Santa Coloma study area (c).
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