Slope Instability in Static and Dynamic Conditions for Urban Planning: the ‘Oltre Po Pavese’ Case History (Regione Lombardia – Italy)
作者： L. Luzi , F. Pergalani
关键词:
摘要: The paper describes a method for the evaluation of slope instability urban planning purposes, applied in test area ‘Oltre Po Pavese’ (Regione Lombardia, Italy). A statistic and probabilistic approach have been estimation landslide activations definition potentially unstable areas. displacement has obtained through simplified dynamic analysis, using deterministic methods: first critical horizontal acceleration coefficient (Kc) evaluated, second calculated Kc values seismic input values, such as peak ground (PGA) Arias intensity (Ia), empirical relationships between Ia different values. results can be used by regional government to give municipalities guide selection zones studied with future more detailed analyses.
springer.com
safetylit.org
sci-hub.se 参考文章(6)
Edward H. Shortliffe, Bruce G. Buchanan, A model of inexact reasoning in medicine Bellman Prize in Mathematical Biosciences. ,vol. 23, pp. 259- 275 ,(1990) , 10.1016/0025-5564(75)90047-4
E. Binaghi, L. Luzi, P. Madella, F. Pergalani, A. Rampini, Slope Instability Zonation: a Comparison Between Certainty Factor and Fuzzy Dempster–Shafer Approaches Natural Hazards. ,vol. 17, pp. 77- 97 ,(1998) , 10.1023/A:1008001724538
Chang-Jo F. Chung, Andrea G. Fabbri, The representation of geoscience information for data integration Nonrenewable Resources. ,vol. 2, pp. 122- 139 ,(1993) , 10.1007/BF02272809
N. Ambraseys, M. Srbulov, Earthquake induced displacements of slopes Soil Dynamics and Earthquake Engineering. ,vol. 14, pp. 59- 71 ,(1995) , 10.1016/0267-7261(94)00020-H
C. Margottini, D. Molin, L. Serva, Intensity versus ground motion: A new approach using Italian data Engineering Geology. ,vol. 33, pp. 45- 58 ,(1992) , 10.1016/0013-7952(92)90034-V
N. M. Newmark, Effects of Earthquakes on Dams and Embankments Geotechnique. ,vol. 15, pp. 139- 160 ,(1965) , 10.1680/GEOT.1965.15.2.139