Combined Finite–Discrete Numerical Modeling of Runout of the Torgiovannetto di Assisi Rockslide in Central Italy

AbstractThe combined finite–discrete-element method (FDEM) is an advanced and relatively new numerical modeling technique that combines the features of the FEM with those of the discrete-element method. It simulates the transition of brittle geomaterials from continua to discontinua through fracture growth, coalescence, and propagation. With FDEM, it is possible to simulate landslides from triggering to runout and carry out landslide scenario analyses, the results of which can be successively adopted for cost-effective early warning systems. The purpose of this paper is to describe the results of the FDEM simulations of the triggering mechanism and the evolution scenarios of the Torgiovannetto di Assisi rockslide (central Italy), a depleted limestone quarry face where a rock wedge with an approximate volume of 182,000 m3 lies in limit equilibrium conditions, posing relevant issues in terms of civil protection. The results obtained demonstrate that the FDEM is able to realistically simulate the different p...

[1]  Paul A. Wawrzynek,et al.  An interactive approach to local remeshing around a propagating crack , 1989 .

[2]  A. Munjiza The Combined Finite-Discrete Element Method: Munjiza/Discrete Element Method , 2004 .

[3]  O. K. Mahabadi,et al.  Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications , 2012 .

[4]  Luca Brocca,et al.  Improving Landslide Forecasting Using ASCAT-Derived Soil Moisture Data: A Case Study of the Torgiovannetto Landslide in Central Italy , 2012, Remote. Sens..

[5]  O. K. Mahabadi,et al.  Y-GUI: A graphical user interface and pre-processor for the combined finite-discrete element code, Y2D, incorporating material heterogeneity , 2010, Comput. Geosci..

[6]  Moe Z. Win,et al.  Throughput per Pass for Data Aggregation from a Wireless Sensor Network via a UAV , 2011, IEEE Transactions on Aerospace and Electronic Systems.

[7]  Antonio Munjiza,et al.  Penalty function method for combined finite–discrete element systems comprising large number of separate bodies , 2000 .

[8]  F. Antolini,et al.  Early Warning Monitoring of Natural and Engineered Slopes with Ground-Based Synthetic-Aperture Radar , 2014, Rock Mechanics and Rock Engineering.

[9]  John Coggan,et al.  Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques , 2006 .

[10]  Diana Salciarini,et al.  Discrete element modeling of debris-avalanche impact on earthfill barriers , 2010 .

[11]  Yoshiaki Ida,et al.  Cohesive force across the tip of a longitudinal‐shear crack and Griffith's specific surface energy , 1972 .

[12]  Nicola Casagli,et al.  Design and implementation of a landslide early warning system , 2012 .

[13]  A. Munjiza,et al.  Mesh size sensitivity of the combined FEM/DEM fracture and fragmentation algorithms , 2002 .

[14]  FEM/DEM modeling of a slope instability on a circular sliding surface , 2011 .

[15]  B.H.G. Brady,et al.  Hybrid distinct element-boundary element analysis of jointed rock , 1986 .

[16]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[17]  R. H. Evans,et al.  Microcracking and stress-strain curves for concrete in tension , 1968 .

[18]  Dwayne D. Tannant,et al.  Discrete element method contact model for dynamic simulation of inelastic rock impact , 2007, Comput. Geosci..

[19]  G. I. Barenblatt THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .

[20]  G.G.W. Mustoe,et al.  A GENERALIZED FORMULATION OF THE DISCRETE ELEMENT METHOD , 1992 .

[21]  D. Owen,et al.  A combined finite‐discrete element method in transient dynamics of fracturing solids , 1995 .

[22]  Giovanni Grasselli,et al.  ROCK IMPACT MODELLING USING FEM/DEM , 2010 .

[23]  Doug Stead,et al.  Realistic simulation of rock slope failure mechanisms: the need to incorporate principles of fracture mechanics , 2004 .

[24]  Ted Belytschko,et al.  A coupled finite element–rigid block method for transient analysis of rock caverns , 1983 .

[25]  Doug Stead,et al.  NUMERICAL MODELLING OF ROCK SLOPES USING A TOTAL SLOPE FAILURE APPROACH , 2006 .

[26]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[27]  Kirk Martinez,et al.  Environmental Sensor Networks: A revolution in the earth system science? , 2006 .

[28]  Anthony R. Ingraffea,et al.  Modeling mixed-mode dynamic crack propagation nsing finite elements: Theory and applications , 1988 .