2008
DOI: 10.1016/j.enggeo.2007.11.005
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Geomorphological features and 3D modelling of Montelparo mass movement (Central Italy)

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Cited by 17 publications
(8 citation statements)
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“…1.00 × 10 4 1.00 × 10 4 1.00 × 10 4 Jφ' (°) 30 30 30 All FLAC3D analyses were carried out selecting the Mohr-Coulomb constitutive model. The numerical modelling provided an estimate of the stress-strain response of the cliffs, identifying the most critical areas and deformable volumes, allowing the estimation of landslide mechanisms, triggering conditions and the possible evolution of landslide phenomena along the cliffs [20][21][22].…”
Section: Conglomeratementioning
confidence: 99%
See 1 more Smart Citation
“…1.00 × 10 4 1.00 × 10 4 1.00 × 10 4 Jφ' (°) 30 30 30 All FLAC3D analyses were carried out selecting the Mohr-Coulomb constitutive model. The numerical modelling provided an estimate of the stress-strain response of the cliffs, identifying the most critical areas and deformable volumes, allowing the estimation of landslide mechanisms, triggering conditions and the possible evolution of landslide phenomena along the cliffs [20][21][22].…”
Section: Conglomeratementioning
confidence: 99%
“…This allowed for a better modelling response and better adherence to observed and potential phenomena. Numerical modelling using FLAC3D [19] allowed to define the role of the morpho-stratigraphic setting, main joints and notches in cliffs' evolutionary processes [20][21][22], highlighting the landslide mechanisms and the most critical and failure areas affecting the cliffs. Analyzing each case study, it was possible to outline the expected landslides and the mechanism, in terms of the recent evolution and controlling factors on the soft clastic rock cliffs of the Abruzzo coast.…”
Section: Introductionmentioning
confidence: 99%
“…The modelling of complex gravitational phenomena is based on the study of the geotechnical behaviour of a 3D soil/rock moving mass, which assumes more relevant interest than classical stability analysis methods. Numerical methods allow the investigation of the deformative behaviour both of rigid blocks [27][28][29] and ductile masses [30,31] providing a broader definition of the evolutionary process. In the numerical modelling, a soil/rock mass is considered a complex system, resulting for example from weathering (see among many others [32]) and erosion, studied through either Computational Fluid Dynamics or the more simplified but effective Cellular Automata tool [33], supplemented by closure laws [34].…”
Section: Introductionmentioning
confidence: 99%
“…The associated tectonic elements with prevalent extensional kinematics (mainly NW-SE and WSW-ENE oriented) created tectonic basins, slope deformations and hydrographic network setup. The coeval and marked climatic oscillations and the alternation of fluvial and marine erosion /sedimentation phases, induced several processes (Calamita et al 1982;Gentili & Pambianchi 1987;Coltorti et al 1991;Nesci & Savelli 1991;Calamita et al 1994;Coltorti & Farabollini1995;Coltorti et al 1996;Fanucci et al 1996;Cello et al 1997;Calamita et al 1999;Nesci et al 2002;Aringoli et al 2007Aringoli et al , 2008Aringoli et al , 2010Materazzi et al 2010;Nesci et al 2012;Aringoli et al 2014):…”
Section: Introductionmentioning
confidence: 99%