Geotechnical Properties of Two Pyroclastic Deposits Involved in Catastrophic Flowslides for Implementation in Early Warning Systems
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Cascini, L., and Ferlisi, S. (2003, January 11–13). Occurrence and consequences of flowslides: A case study. Proceedings of the International Conference on Fast Slope Movements Prediction and Prevention for Risk Mitigation, Napoli, Italy.
Olivares, 2003, Shallow flowslides triggered by intense rainfalls on natural slopes covered by loose unsaturated pyroclastic soils, Géotechnique, 53, 283, 10.1680/geot.2003.53.2.283
Cascini, 2004, The flowslides of May 1998 in the Campania region, Italy: The scientific emergency management, Ital. Geotech. J., 2, 11
Picarelli, L., Evangelista, A., Rolandi, G., Paone, A., Nicotera, M.V., Olivares, L., Scotto di Santolo, A., Lampitiello, S., and Rolandi, M. (December, January 29). Mechanical properties of pyroclastic soils in Campania Region. Proceedings of the Second International Workshop on Characterisation and Engineering Properties of Natural Soils, Singapore.
Fiorillo, 2001, The December 1999 Cervinara landslides: Further debris flows in the pyroclastic deposits of Campania (southern Italy), Bull. Eng. Geol. Environ., 60, 171, 10.1007/s100640000093
Olivares, 2007, Post-failure mechanics of landslides: Laboratory investigation of flowslides in pyroclastic soils, J. Geotech. Geoenviron. Eng., 133, 51, 10.1061/(ASCE)1090-0241(2007)133:1(51)
Damiano, 2012, A “simulation chain” to define a multidisciplinary Decision Support System for landslide risk management in pyroclastic soils, Nat. Hazards Earth Syst. Sci., 12, 989, 10.5194/nhess-12-989-2012
Comegna, 2016, Field hydrological monitoring of a sloping shallow pyroclastic deposit, Can. Geotech. J., 53, 1125, 10.1139/cgj-2015-0344
Olivares, 2014, A simulation chain for early prediction of rainfall-induced landslides, Landslides, 11, 765, 10.1007/s10346-013-0430-4
Damiano, 2017, Investigation on rainfall infiltration into layered shallow covers in pyroclastic soils and its effect on slope stability, Eng. Geol., 220, 208, 10.1016/j.enggeo.2017.02.006
Ng, 1998, A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage, Comput. Geotech., 22, 1, 10.1016/S0266-352X(97)00036-0
Ng, 2001, Behaviour of a loosely compacted unsaturated volcanic soil, J. Geotech. Geoenviron. Eng., 127, 1027, 10.1061/(ASCE)1090-0241(2001)127:12(1027)
Freeze, R.A., and Cherry, J.A. (1979). Groundwater, Prentice Hall.
Iverson, 1992, Gravity-driven groundwater flow and slope failure potential: 1. Elastic effective-stress model, Water Resour. Res., 28, 925, 10.1029/91WR02694
Griffiths, 2005, Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements, Int. J. Numer. Anal. Methods Geomech., 29, 249, 10.1002/nag.413
Fredlund, D.G., and Rahardjo, H. (1993). Soil Mechanics for Unsaturated Soils, John Wiley & Sons, Inc.
Ng, C.W.W., and Menzies, B. (2007). Advanced Unsaturated Soil Mechanics and Engineering, Taylor & Francis.
Bishop, 1959, The principle of effective stress, Tek. Ukebl., 106, 859
Lu, 2006, Suction stress characteristic curve for unsaturated soil, J. Geotech. Geoenviron. Eng., 132, 131, 10.1061/(ASCE)1090-0241(2006)132:2(131)
Lu, 2010, A closed-form equation for effective stress in unsaturated soil, Water Resour. Res., 46, W05515, 10.1029/2009WR008646
Alonso, E.E., Gens, A., Lloret, A., and Delahaye, C. (1995, January 6–8). Effect of rain infiltration on the stability of slopes. Proceedings of the First International Conference on Unsaturated Soils, Paris, France.
Lignon, 2009, Hydromechanical modelling of landslides with a material instability criterion, Geotechnique, 59, 513, 10.1680/geot.7.00121
Olivella, 1996, Numerical Formulation for a Simulator (CODE_BRIGHT) for the Coupled Analysis of Saline Media, Eng. Comput., 13, 87, 10.1108/02644409610151575
Buscarnera, 2016, Spatially distributed modeling of landslide triggering: An approach based on principles of unsaturated soil plasticity, Landslides and Engineered Slopes. Experience, Theory and Practice, Volume 2, 1287
Cascini, 2008, Typical source areas of May 1998 flow-like mass movements in the Campania region, Southern Italy, Eng. Geol., 96, 107, 10.1016/j.enggeo.2007.10.003
Hunter, G., and Fell, R. (2003, January 11–13). Mechanics of failure of soil slopes leading to ‘‘rapid’’ failure. Proceedings of the International Conference on Fast Slope Movements Prediction and Prevention for Risk Mitigation, Napoli, Italy.
Tsuchida, 1970, Prediction and Countermeasure against Liquefaction in Sand Deposits, Abstract of the Seminar in the Port and Harbor Research Institute, Volume 3, 31
Olivares, 2009, An instrumented flume to investigate the mechanics of rainfall-induced landslides in unsaturated granular soils, Geotech. Test. J., 32, 108, 10.1520/GTJ101366
Casagli, 2017, Physical Modelling of the Rainfall Infiltration Processes in Pyroclastic Soil Responsible of Landslide Trigger, Advancing Culture of Living with Landslides, Volume 4, 299
Damiano, 2017, A laboratory study on the use of optical fibers for early detection of pre-failure slope movements in shallow granular soil deposits, Geotech. Test. J., 40, 529, 10.1520/GTJ20160107
Damiano, 2012, Steep-slope monitoring in unsaturated pyroclastic soils, Eng. Geol., 137–138, 1, 10.1016/j.enggeo.2012.03.002
1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soil, Soil Sci. Soc. Am. J., 44, 615
Damiano, 2010, The role of infiltration processes in steep slope stability of pyroclastic granular soils: Laboratory and numerical investigation, Nat. Hazards, 52, 329, 10.1007/s11069-009-9374-3
Kunze, 1968, Factors important in the calculation of hydraulic conductivity, Soil Sci. Soc. Am. J., 32, 760, 10.2136/sssaj1968.03615995003200060020x
Brooks, R.H., and Corey, A.T. (1964). Hydraulic Properties of Porous Media, Colorado State University. Hydrology Paper No. 3.
Gardner, 1958, Some steady state solutions of the unsaturated moisture flow equation with application to evaporation from water table, Soil Sci., 85, 228, 10.1097/00010694-195804000-00006
Hull, J.C. (2012). Option, Futures ed Altri Derivati, Pearson Italia. [8th ed.].
Bogaard, 2014, The Round Robin test on landslide hydrological modeling at IWL2013, Procedia Earth Planet. Sci., 9, 180, 10.1016/j.proeps.2014.06.019
Greco, 2014, Conceptual Hydrological Modeling of the Soil-bedrock Interface at the Bottom of the Pyroclastic Cover of Cervinara (Italy), Procedia Earth Planet. Sci., 9, 122, 10.1016/j.proeps.2014.06.007
Picarelli, 2015, Performance of slope behavior indicators in unsaturated pyroclastic soils, J. Mountain Sci., 12, 1434, 10.1007/s11629-014-3104-3
Villarraga, 2014, Modelling landslides induced by rainfall: A coupled approach, Procedia Earth Planet. Sci., 9, 222, 10.1016/j.proeps.2014.06.025
Toker, 2014, Prediction of seepage and slope stability in a flume test and an experimental field case, Procedia Earth Planet. Sci., 9, 189, 10.1016/j.proeps.2014.06.022