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Cone penetration testing to assess slope stability in the 1979 Nice landslide area (Ligurian Margin, SE France) ArchiMer
Steiner, Alois; Kopf, Achim J.; Henry, Pierre; Stegmann, Sylvia; Apprioual, Ronan; Pelleau, Pascal.
In the landslide-prone area near the Nice international airport, southeastern France, an interdisciplinary approach is applied to develop realistic lithological/geometrical profiles and geotechnical/strength sub-seafloor models. Such models are indispensable for slope stability assessments using limit equilibrium or finite element methods. Regression analyses, based on the undrained shear strength (su) of intact gassy sediments are used to generate a sub-seafloor strength model based on 37 short dynamic and eight long static piezocone penetration tests, and laboratory experiments on one Calypso piston and 10 gravity cores. Significant strength variations were detected when comparing measurements from the shelf and the shelf break, with a significant drop...
Tipo: Text Palavras-chave: Dynamic penetrometer; Sub-seafloor modeling; Weak zone; Free gas; Numerical slope stability.
Ano: 2015 URL: http://archimer.ifremer.fr/doc/00276/38679/37172.pdf
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