Causes of Lanslides in Cohesive Soils

  • Luigi Coppola


Landslides represent the element of greater geomorphological danger for hillsides and mountainous areas; the knowledge of them in terms of delimitation progressively improved in recent years, due to the sensitivity to the problem, to the need to take census of the damages as well as for the adoption of ever more advanced surface survey technologies and surface analysis methods that derive from techniques for positioning and survey (GPS, LASER, RADAR, etc.) developed for military and space exploration purposes. This approach, that contributes specifically to delineating surface movements and effects on the soil, does not provide, however, enough information on internal causes and on the factors predisposing the triggering that remain to date often uncertain and not univocal.


  1. Alpan, I. (1967). The empirical evaluation of the coefficients K0 and Kor. Soils and Foundations, 7, 31–40.CrossRefGoogle Scholar
  2. Bishop, A. W. (1966). The strength of soils as engineering materials. Geotecnique, 16, 91–130.CrossRefGoogle Scholar
  3. Blès J. L., & Feuga B. (1981). La fracturation des roches, Bureau de recherches geologiques et mimeres - Editions du B.R.G.M., BP 6009, 45060 Orleans cedex.Google Scholar
  4. Cancelli A., & Pellegrini M. (1987). Deep-seated gravitational deformations in the Apennines, Italy. In Proceedings 5th International Conference and Field Workshop on Landslides, (pp. 171–178), Christchurch.Google Scholar
  5. Cestelli Guidi C. (1987). Geotecnica e tecnica delle fondazioni, vol. 1, 8a edizione, Hoepli U., Milano.Google Scholar
  6. Colomb P. (1978). Elementi di Geotecnica. Bologna: Zanichelli Editore S.p.A. (1).Google Scholar
  7. Coulomb C. A. (1773). Essai sur une Application des Regles de Maximis et Minimis a Quelques Problemes de Statique Relatifs a l’Architecture, Mem. Div. Sav. Acad., v. 7.Google Scholar
  8. Darcy H. (1856). Le fontaines publiques de la ville de Dijon. Paris.Google Scholar
  9. Eigenbrod, K. D., Graham, J., & Burak, J. P. (1992). Influence of cycling porewater pressures and principal stress ratios on drained deformations in clay. Canadian Geotechnical Journal, 29(2), 326–333.CrossRefGoogle Scholar
  10. Guerricchio A., & Melidoro G. (1988). Franosità nei Territori Comunali di Gorgoglione e Cirigliano (Basilicata). Conv. “Cartografia e Monitoraggio dei Movimenti Franosi” - C.N.R., Bologna, 10–11 novembre 1988, pp. 65–85.Google Scholar
  11. Henkel D. J. (1960). The shear strength of saturated remolded clays. In Proceedings of ASCE Research Conference on Shear Strength of Cohesive Soil (pp. 533–554). Boulder, colo.Google Scholar
  12. Jaky, J. (1944). The coefficient of earth pressure at Rest. Journal of the Society of Hungarian Architects and Engineers, 7, 355–358.Google Scholar
  13. Lancellotta, R. (1987). Geotecnica. Bologna: Zanichelli N. Editore S.p.A.Google Scholar
  14. Leroueil S., Vaunat J., Picarelli L., Locat J., Lee H. J., & Faure R. (1996). Geotechnical characterization of slope movements. In Atti del 7° International Symposium on Landslides, Trondheim (Vol. 1, pp. 53–74).Google Scholar
  15. Massarsch K. R. (1979). Lateral earth pressure in normally consolidated clay. In Proceedings of the VII ECSMFE Brighton (Vol. 2, pp. 245–249).Google Scholar
  16. Matheson D. S., & Thomson (1973) Geological implications of valley rebound. Canadian Journal Earth Sciences, X, 961–978.CrossRefGoogle Scholar
  17. Mohr H. (1962). Exploration of Soil Conditions and Sampling Operations, Harvard Bull., No 208 revised.Google Scholar
  18. Pasek J. (1974). Gravitational block-type slope movements. In Proceedings 2nd International Congress IAEG, Sao Paulo (Vol. II, th. V-PC-1).Google Scholar
  19. Picarelli L. (1991). Resistenza e meccanismi di rottura nei terreni naturali. Atti del II Congr. Gruppo Naz. di Coord. per gli Studi di Ingegneria Geotecnica del CNR “Deformazioni in prossimità della rottura e resistenza dei terreni naturali e delle rocce”, TEMA II “Problemi al finito”, Ravello, Vol. II, pp. II-7-II-61.Google Scholar
  20. Rankine, W. J. M. (1857). On the stability of loose earth. Philosophical Transactions of the Royal Society, 147, 9–27.CrossRefGoogle Scholar
  21. Schmidt, B. (1966). Discussion on earth pressure at rest related to stress history. Canadian Geotechnical Journal, 3, 239–242.CrossRefGoogle Scholar
  22. Terzaghi K. (1936). The shearing resistance of saturated soils. In Proceedings First ICSMFE (vol. 1, pp. 54–56).Google Scholar
  23. Wroth C. P. (1975). In situ measurement of initial stress and deformation characteristics. In Proceedings of the ASCE, Specialty Conference on In Situ Measurement of Soil Properties (Vol. 2, pp. 181–230). Raleigh: North Carolina State University.Google Scholar

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Authors and Affiliations

  1. 1.University of BasilicataPotenzaItaly

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